Submit Search
Upload
“A REVIEW STUDY ON STEEL STRUCTURE SUBJECTED TO BLAST LOADING”
•
0 likes
•
6 views
IRJET Journal
Follow
https://www.irjet.net/archives/V10/i4/IRJET-V10I428.pdf
Read less
Read more
Engineering
Report
Share
Report
Share
1 of 5
Download now
Download to read offline
Recommended
IRJET- Disproportionate Collapse in Building Structure
IRJET- Disproportionate Collapse in Building Structure
IRJET Journal
IRJET- Progressive Collapse Analysis for Asymmetrical G+11 Story Tall Buildin...
IRJET- Progressive Collapse Analysis for Asymmetrical G+11 Story Tall Buildin...
IRJET Journal
ANALYSIS OF G+6 STORY STEEL STRUCTURE UNDER BLASTING EFFECT
ANALYSIS OF G+6 STORY STEEL STRUCTURE UNDER BLASTING EFFECT
IRJET Journal
IRJET- Accomplishment Interpretation and Reformative Study for RCC Struct...
IRJET- Accomplishment Interpretation and Reformative Study for RCC Struct...
IRJET Journal
A RESEARCH ON ANALYSIS OF PROGRESSIVE COLLPSE OF RCC BUILDING WITH BLAST LOAD...
A RESEARCH ON ANALYSIS OF PROGRESSIVE COLLPSE OF RCC BUILDING WITH BLAST LOAD...
IRJET Journal
Progressive Collapse Analysis and design of Steel Structure
Progressive Collapse Analysis and design of Steel Structure
IRJET Journal
Comparison of Seismic Resistance of Moment Resisting RC Building using Shear ...
Comparison of Seismic Resistance of Moment Resisting RC Building using Shear ...
IRJET Journal
A Review On Behavior Of Tall Structure Under Blast Loading
A Review On Behavior Of Tall Structure Under Blast Loading
IRJET Journal
Recommended
IRJET- Disproportionate Collapse in Building Structure
IRJET- Disproportionate Collapse in Building Structure
IRJET Journal
IRJET- Progressive Collapse Analysis for Asymmetrical G+11 Story Tall Buildin...
IRJET- Progressive Collapse Analysis for Asymmetrical G+11 Story Tall Buildin...
IRJET Journal
ANALYSIS OF G+6 STORY STEEL STRUCTURE UNDER BLASTING EFFECT
ANALYSIS OF G+6 STORY STEEL STRUCTURE UNDER BLASTING EFFECT
IRJET Journal
IRJET- Accomplishment Interpretation and Reformative Study for RCC Struct...
IRJET- Accomplishment Interpretation and Reformative Study for RCC Struct...
IRJET Journal
A RESEARCH ON ANALYSIS OF PROGRESSIVE COLLPSE OF RCC BUILDING WITH BLAST LOAD...
A RESEARCH ON ANALYSIS OF PROGRESSIVE COLLPSE OF RCC BUILDING WITH BLAST LOAD...
IRJET Journal
Progressive Collapse Analysis and design of Steel Structure
Progressive Collapse Analysis and design of Steel Structure
IRJET Journal
Comparison of Seismic Resistance of Moment Resisting RC Building using Shear ...
Comparison of Seismic Resistance of Moment Resisting RC Building using Shear ...
IRJET Journal
A Review On Behavior Of Tall Structure Under Blast Loading
A Review On Behavior Of Tall Structure Under Blast Loading
IRJET Journal
Analysis and study of progressive collapse behaviour of reinforced concrete s...
Analysis and study of progressive collapse behaviour of reinforced concrete s...
IRJET Journal
Comparative Study on Masonry Infill, Friction Dampers and Bare Frame Structur...
Comparative Study on Masonry Infill, Friction Dampers and Bare Frame Structur...
IRJET Journal
REVIEW STUDY ON IMPACT OF BLAST LOAD ON R.C.C. BUILDING
REVIEW STUDY ON IMPACT OF BLAST LOAD ON R.C.C. BUILDING
IRJET Journal
Progressive collapse analysis in rc structure due to 150513181706
Progressive collapse analysis in rc structure due to 150513181706
pradip patel
IRJET- The Study of Reliability of X-Type Bracing System to Avoid Progressive...
IRJET- The Study of Reliability of X-Type Bracing System to Avoid Progressive...
IRJET Journal
Progressive Collapse Analysis of RC Structure with Shear Walls
Progressive Collapse Analysis of RC Structure with Shear Walls
IRJET Journal
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
IRJET Journal
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
IRJET Journal
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
IRJET Journal
Comparative Study of Irregular Shape Buildings
Comparative Study of Irregular Shape Buildings
IRJET Journal
IRJET- Analytical Study of Steel Buildings with Different Geometric Configura...
IRJET- Analytical Study of Steel Buildings with Different Geometric Configura...
IRJET Journal
IRJET- Progressive Collapse of RCC Structure Due to Earthquake and Wind Load
IRJET- Progressive Collapse of RCC Structure Due to Earthquake and Wind Load
IRJET Journal
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET Journal
IRJET- Lateral Stiffness of Framed Structures for Lateral Loads
IRJET- Lateral Stiffness of Framed Structures for Lateral Loads
IRJET Journal
Dynamic Response and Failure Analysis of INTZE Storage Tanks under External B...
Dynamic Response and Failure Analysis of INTZE Storage Tanks under External B...
IRJET Journal
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
IRJET Journal
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
IRJET Journal
“A COMPARATIVE STUDY & ANALYSIS OF SEISMIC BEHAVIOUR OF COMPOSITE AND RCC STU...
“A COMPARATIVE STUDY & ANALYSIS OF SEISMIC BEHAVIOUR OF COMPOSITE AND RCC STU...
IRJET Journal
Blast Resistant Buildings
Blast Resistant Buildings
IRJET Journal
IRJET- Pushover Analysis of Existing RC Frame Structure : A State of the Art ...
IRJET- Pushover Analysis of Existing RC Frame Structure : A State of the Art ...
IRJET Journal
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
IRJET Journal
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
IRJET Journal
More Related Content
Similar to “A REVIEW STUDY ON STEEL STRUCTURE SUBJECTED TO BLAST LOADING”
Analysis and study of progressive collapse behaviour of reinforced concrete s...
Analysis and study of progressive collapse behaviour of reinforced concrete s...
IRJET Journal
Comparative Study on Masonry Infill, Friction Dampers and Bare Frame Structur...
Comparative Study on Masonry Infill, Friction Dampers and Bare Frame Structur...
IRJET Journal
REVIEW STUDY ON IMPACT OF BLAST LOAD ON R.C.C. BUILDING
REVIEW STUDY ON IMPACT OF BLAST LOAD ON R.C.C. BUILDING
IRJET Journal
Progressive collapse analysis in rc structure due to 150513181706
Progressive collapse analysis in rc structure due to 150513181706
pradip patel
IRJET- The Study of Reliability of X-Type Bracing System to Avoid Progressive...
IRJET- The Study of Reliability of X-Type Bracing System to Avoid Progressive...
IRJET Journal
Progressive Collapse Analysis of RC Structure with Shear Walls
Progressive Collapse Analysis of RC Structure with Shear Walls
IRJET Journal
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
IRJET Journal
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
IRJET Journal
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
IRJET Journal
Comparative Study of Irregular Shape Buildings
Comparative Study of Irregular Shape Buildings
IRJET Journal
IRJET- Analytical Study of Steel Buildings with Different Geometric Configura...
IRJET- Analytical Study of Steel Buildings with Different Geometric Configura...
IRJET Journal
IRJET- Progressive Collapse of RCC Structure Due to Earthquake and Wind Load
IRJET- Progressive Collapse of RCC Structure Due to Earthquake and Wind Load
IRJET Journal
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET Journal
IRJET- Lateral Stiffness of Framed Structures for Lateral Loads
IRJET- Lateral Stiffness of Framed Structures for Lateral Loads
IRJET Journal
Dynamic Response and Failure Analysis of INTZE Storage Tanks under External B...
Dynamic Response and Failure Analysis of INTZE Storage Tanks under External B...
IRJET Journal
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
IRJET Journal
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
IRJET Journal
“A COMPARATIVE STUDY & ANALYSIS OF SEISMIC BEHAVIOUR OF COMPOSITE AND RCC STU...
“A COMPARATIVE STUDY & ANALYSIS OF SEISMIC BEHAVIOUR OF COMPOSITE AND RCC STU...
IRJET Journal
Blast Resistant Buildings
Blast Resistant Buildings
IRJET Journal
IRJET- Pushover Analysis of Existing RC Frame Structure : A State of the Art ...
IRJET- Pushover Analysis of Existing RC Frame Structure : A State of the Art ...
IRJET Journal
Similar to “A REVIEW STUDY ON STEEL STRUCTURE SUBJECTED TO BLAST LOADING”
(20)
Analysis and study of progressive collapse behaviour of reinforced concrete s...
Analysis and study of progressive collapse behaviour of reinforced concrete s...
Comparative Study on Masonry Infill, Friction Dampers and Bare Frame Structur...
Comparative Study on Masonry Infill, Friction Dampers and Bare Frame Structur...
REVIEW STUDY ON IMPACT OF BLAST LOAD ON R.C.C. BUILDING
REVIEW STUDY ON IMPACT OF BLAST LOAD ON R.C.C. BUILDING
Progressive collapse analysis in rc structure due to 150513181706
Progressive collapse analysis in rc structure due to 150513181706
IRJET- The Study of Reliability of X-Type Bracing System to Avoid Progressive...
IRJET- The Study of Reliability of X-Type Bracing System to Avoid Progressive...
Progressive Collapse Analysis of RC Structure with Shear Walls
Progressive Collapse Analysis of RC Structure with Shear Walls
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
Comparative Study of Irregular Shape Buildings
Comparative Study of Irregular Shape Buildings
IRJET- Analytical Study of Steel Buildings with Different Geometric Configura...
IRJET- Analytical Study of Steel Buildings with Different Geometric Configura...
IRJET- Progressive Collapse of RCC Structure Due to Earthquake and Wind Load
IRJET- Progressive Collapse of RCC Structure Due to Earthquake and Wind Load
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET- Lateral Stiffness of Framed Structures for Lateral Loads
IRJET- Lateral Stiffness of Framed Structures for Lateral Loads
Dynamic Response and Failure Analysis of INTZE Storage Tanks under External B...
Dynamic Response and Failure Analysis of INTZE Storage Tanks under External B...
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
STUDY OF PROGRESSIVE COLLAPSE IN G+8 MULTI-STOREY BUILDING
“A COMPARATIVE STUDY & ANALYSIS OF SEISMIC BEHAVIOUR OF COMPOSITE AND RCC STU...
“A COMPARATIVE STUDY & ANALYSIS OF SEISMIC BEHAVIOUR OF COMPOSITE AND RCC STU...
Blast Resistant Buildings
Blast Resistant Buildings
IRJET- Pushover Analysis of Existing RC Frame Structure : A State of the Art ...
IRJET- Pushover Analysis of Existing RC Frame Structure : A State of the Art ...
More from IRJET Journal
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
IRJET Journal
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
IRJET Journal
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
IRJET Journal
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
IRJET Journal
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
IRJET Journal
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
IRJET Journal
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
IRJET Journal
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
IRJET Journal
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
IRJET Journal
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
IRJET Journal
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
IRJET Journal
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
IRJET Journal
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
IRJET Journal
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
IRJET Journal
React based fullstack edtech web application
React based fullstack edtech web application
IRJET Journal
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
IRJET Journal
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
IRJET Journal
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
IRJET Journal
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
IRJET Journal
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
IRJET Journal
More from IRJET Journal
(20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
React based fullstack edtech web application
React based fullstack edtech web application
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Recently uploaded
Call Girls In Bangalore ☎ 7737669865 🥵 Book Your One night Stand
Call Girls In Bangalore ☎ 7737669865 🥵 Book Your One night Stand
amitlee9823
Roadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and Routes
M Maged Hegazy, LLM, MBA, CCP, P3O
notes on Evolution Of Analytic Scalability.ppt
notes on Evolution Of Analytic Scalability.ppt
MsecMca
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torque
BhangaleSonal
Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPT
bhaskargani46
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
Call Girls in Nagpur High Profile Call Girls
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
Call Girls in Nagpur High Profile Call Girls
AKTU Computer Networks notes --- Unit 3.pdf
AKTU Computer Networks notes --- Unit 3.pdf
ankushspencer015
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
Asst.prof M.Gokilavani
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
ManishPatel169454
VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...
VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...
SUHANI PANDEY
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
dharasingh5698
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
Call Girls in Nagpur High Profile Call Girls
Vivazz, Mieres Social Housing Design Spain
Vivazz, Mieres Social Housing Design Spain
timesproduction05
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Christo Ananth
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
roncy bisnoi
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Call Girls in Nagpur High Profile
Call for Papers - International Journal of Intelligent Systems and Applicatio...
Call for Papers - International Journal of Intelligent Systems and Applicatio...
Christo Ananth
Unit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdf
RagavanV2
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
ssuser89054b
Recently uploaded
(20)
Call Girls In Bangalore ☎ 7737669865 🥵 Book Your One night Stand
Call Girls In Bangalore ☎ 7737669865 🥵 Book Your One night Stand
Roadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and Routes
notes on Evolution Of Analytic Scalability.ppt
notes on Evolution Of Analytic Scalability.ppt
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torque
Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPT
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
AKTU Computer Networks notes --- Unit 3.pdf
AKTU Computer Networks notes --- Unit 3.pdf
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...
VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
Vivazz, Mieres Social Housing Design Spain
Vivazz, Mieres Social Housing Design Spain
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Call for Papers - International Journal of Intelligent Systems and Applicatio...
Call for Papers - International Journal of Intelligent Systems and Applicatio...
Unit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdf
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
“A REVIEW STUDY ON STEEL STRUCTURE SUBJECTED TO BLAST LOADING”
1.
© 2023, IRJET
| Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 189 “A REVIEW STUDY ON STEEL STRUCTURE SUBJECTED TO BLAST LOADING” Parth S. Pandya1, Aakash Suthar2 1Student Civil Engineering Department, L.J.I.E.T. Ahmedabad, Gujrat, India 2Assistance Professor Structural Engineering Department, L.J.I.E.T. Ahmedabad, Gujrat, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - The recent terrorist assaults on the infrastructure have severely damaged property and lives, necessitating in-depth study of the progressive collapse analysis of multi-story buildings subjected to blast loading. Typically, much of the research iscenteredonAlternatePath Method (APM) with sudden column removal, ignoring the optimal site of the blast loading. A 3D model of a 12-story steel building with a direct simulation of the blast load is suggested in this thesis. Additionally, the effect of blast loading at various places has been investigated. Vehicle-borne and package-borne blast events have both been taken into consideration. The blast load is analytically determined by the numerical model of the structure, which was developed using the "SAP 2000" software. The published example of a tubular steel beam subjectedtoblast loads is used to validate the numerical model.Onthebasis of the results of the final analysis, suggestions have been made to prevent the collapse of steel buildings. Key Words: Blast load, Displacement, Shear force, Bending moment, SAP 2000, ABAQUS, ATBLAST. 1. INTRODUCTION While it may not be possible to totally prevent terrorist attacks on buildings, there are many ways to greatly reduce the damage that these assaults do to buildings and other facilities. Finding the approaches that are most likely to be successful in limiting the negative impacts of the assaults requires an understanding of the building, its intended use, and any potential hazards brought on by terrorist attacks. When compared to the total lifetimecostsofthebuilding, the cost of enhancing it for a "certain level" of resistance against terrorist attacks may not be considerable(includingtheland value and security monitoring). Several components of terrorism risk management are discussed in this chapter together with related financial and technological legal concerns. A bomb explosion inside or around a building can have catastrophic results, causing interior or external building components to be damaged or destroyed. Large framework, walls, doors, and windows are destroyed, and building services are interrupted. The occupant may sustain injuries or lose theirlivesasa result of the blast's debris, fire, and smoke impact. Building damage from bombs is influenced by the type and design of the structure, the material utilised, the location's explosive device's range, and the charge weight. The case studies, which are drawn from a variety of nations, are by no means exhaustive because there may be many more explosions in the future and more reports of collateral damage to building subsystems. 2. LITRETURE REVIEW 1. Probabilistic Progressive Collapse Analysis Of Steel Frame Structure Against Blast Loads Author: Yang Ding, Xiaran Song, Hai tao zhu Journal: Engineering structure (2017) The purpose of this paper is to examine a study of the progressive collapse of a steelframebuildingwithaten-story seismic designthatwasattackedbyavehicle-borneexplosive device. In this study, the collapse potential of a structure is assessed using a two-step process. The sophisticated Delayed Rejection Adaptive Markov Chain Monte Carlo Simulation algorithm first assesses the structural damage. With the aid of the program LS-DYNA, a numerical model of a steel building is created in the second step. In second stage, two case studies are selected for numerical model analysis. In the first case study, the basement-level column C6 and B6 are immediately targeted by the explosive explosion. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 190 Fig. 1 Layout and sketch of steel frame 2. Progressive Collapse Potential Of A Typical Steel Building Due To Blast Attacks Author: H.M.Elsanadedy, T.H. Almusallam, Y.R. Alharbi, Y.A. Al – salloum, H.Abbas Journal: Journal of constructional steel research (2014) This study seeks to analyze the progressive collapse analysis of a typical Riyadh steel-framed 6-story structure to determine its susceptibility to explosion scenarios causedby accidents or terrorist attacks. The building reaction to blast- generated waves was simulated using the commercial FEA programed LS-DYNA. Using the analysis results of a specific structural member subjectedtoblastload,anumericalmodel was validated. In this study, two different types of structures—those without a façade wall and those with a facade wall—are taken into account. The standoff distance of the blast must be greater than 2 m in order to prevent the steel building's potential for progressive collapse. This can be done by limiting vehicle access to the building by perimeter control, which mayentail adding security checkpoints and erecting bollards around it. Fig. 2: Elevation of frame building in Riyadh 3. Dynamic Response And Robustness Of Tall Building Under Blast Loading Author: Feng Fu Journal: Journal of constructional steel research (2012) In this research, a 3D numerical model with direct simulation of blast load is proposed to analyze the true behavior of a 20-storytallbuildingunderblastloading.Inthis paper, a typical package bomb charge of 15kgwasdetonated on the 12th floor at column A1. Comparisons are made between the outcomes of the ABAQUS, ATBLAST, and APM (alternative path approach from the GSA guideline). Under the program ABAQUS, the responseofstructuresis governed by the nonlinear dynamic analysis method. The load is computed as DL + 0.25LL in accordance with GSA guidelines. Another exact replica of the model was also constructed in order to compare the outcomes with the alternative path approach. This model used the APM for the analysis. In the analysis, the column A1 on level 12 was suddenly removed at the same location as its counterpart. The structure's response was captured. The shear check should be provided sincetheAPMtechnique overlooks the shear force caused by the blast effect on the column. The package bomb only damages specific structural members locally. Also it is hard to trigger the whole building. By enhancing the column shear capacity and increasing its ductility, it can be avoided. Table 1: Comparison between APM and method from this paper is shown in following table Method of this paper Alternative path method Sheer force of beam B1- A1 at level 13 91 KN 7.9KN Moment of beam B1-A1 at level 13 100 KN m 27KNm Compressive force of column B1 at level 12 1460 KN 1700KN Shear force of column at level 12 220 KN 35 KN
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 191 Fig. 3: View of damaged building 4. Distributed Column Damage Effect On Progressive Collapse Vulnerability In Steel Building Exposed To An External Blast Event Author: Jenny Sideri, Chris Mullen, Simos Gerasimidis, George Deodatis Journal: Journal of performance of constructed facilities (2017) In order to examine the response and damage to frame members along the building exterior facing an externalblast, the purpose of this paper is to investigate a detailed 3D nonlinear finite element dynamic analysis of a steel frame building. In this work, three case studies of steel buildings with distinct structural systems are studied. The first one is prior to comparing the outcomes with individual single degree of freedom (SDOF) column responses obtained from an analytical approach, a high-rise 20-story building is first subjected to a blast load scenario. A second typical midrise (10-story) office steel building with perimeter moment resisting framing (MRF) is considered. A third typical midrise (10-story) office steel building with inside reinforced concrete and a stiff core is examined. Step-by-step simulation of a blast: 1. The application of vertical loads to the structure is the initial phase in the study. These loads are calculated using the load combination of 1.2 DL + 0.5LL (DOD guideline 2009 for progressive collapse analysis). 2. It servesas a transition stepbetweentheapplication of a vertical load and the blast event to ensure that the structure is in a stable condition prior to the blast loading. 3. The actual blast loading process is the third analytical step. This technique of study suggests a total period of 5 s, which is sufficient forvibrationto dissipate and adequately record the evolution of structure reaction. This process has two outcomes: either the structure reaches a steady and stable condition or it collapses. 4. Further vertical load is added if the structure manages to survive the bomb scenario of step 3,and it increases until the program does not display a warning of structural failure. The final load that causes collapse is calculated as 1.2DL+0.5LL from step 1 plus an additional vertical load from step 4. To ensure the system's structural integrity once the blast attack has ended, the bigger column section of the building with the perimeter moment-resisting frames serves as a safety valve. When a structure has an interior RC stiff core, the external columns are unable to stabilize the reaction of the entire system, and a complete collapse is inevitable. Fig. 4: Plan of the building Fig. 5: Simulation of blast event 5. Progressive Collapse Analysis Of A Steel Frame Subjected To Confined Explosion And Post Explosion Author: Yang Ding, Ye Chan, Yanchao Shi Journal: Advances in structural engineering(2016).
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 192 This article provides a precise analytical model for assessing how a steel building that had been subject to a restricted explosion and post-explosion fire gradually collapsed. To precisely analyze the impact of blast-induced damage on the fire resistance of steel structures,theinternal blast load is calculated using the finite element program AUTODYN. The USA's National Institute of Standards and Technology (NIST) designed a steel-framed, ten-story structure that was utilized for the progressive collapse analysis. The FEA package LS-DYNA was used to construct the numerical model. A small-span composite steel building was simulated as part of an experimental program to verify the accuracy of the numerical analytical model. The progressive collapse analysis was performed using a steel-framed structure created by the National Institute of Standards andTechnology(NIST)oftheUSA. The structure is a 10-story office building with a 45.7m x 30.5m layout. 9.14 m by 6.10 m is the usual compartment dimension. Due to the building's seismic categoryDdesign,a unique moment structure is used to withstand lateral loads. With the use of 22 mm bolts, A325 high strength bolts, and 9.5 mm A36 shear tabs, the gravity beam andgravitycolumn are joined together by a sheartabconnection.Momentframe uses a reduced beam section (RBS) connection with a 50% smaller RBS flange. The composite floor is made up of a 76 mm-deep steel deck and a lightweight RC slab with an 82.5 mm thickness. Three cases analyses of progressive collapse are taken into consideration: (1) Inner compartment: 216 kg of charge (2) Peripheral compartment case, 196 kg of charge weight (3) Corner compartment case: 216 kg of charge weight. This article comes to the following conclusion: The membrane action of the floor resists progressive collapse. When the floor's continuity is disrupted, as in the case of an inner compartment under multiple hazards, or when the floor's restraint condition is compromised, as in the case of peripheral and corner compartments under fire or multiple hazards, collapse occurs. Failure of the gravity column in the inner and peripheral compartments starts the progressive collapse. When a column in the inner MRF fails in a corner compartment, the progressive collapseisstarted.Incontrast to the periphery and corner examples, the interior compartment scenario does not experience connection problems. The gravity column, which is crucial to structural stability, is most likely to experience buckling failure first. While interior MRF columns represent the weakest link of the building, it is advised that MRF columns be placed at external columns. Betterresistancetoprogressivecollapseis provided by the shear tab connection's increasedtoughness. The corner compartment is subject to a combined hazard scenario, whereas the peripheral compartment, which is only subject to a fire case, is the weakest location in a steel building. 3. NEED FOR STUDY, OBJECTIVES OF WORK AND SCOPE OF WORK 3.1 NEED FOR STUDY Recent technology and computational tools have empowered chemists, physicists, blast consultants, and structural engineers and improved the accuracy of their analyses and the effectiveness of their designs. Also, the demand has grown. In an effort to address the growing concern from a wider group of clients who fear an exposure that they did not anticipate in the pastandfrequentlydid not bring upon themselves, a larger group of architects, engineers, blast consultants, and security consultants have joined the small contingent of designersskilledintheartand science of creating structural designs that will resist explosive forces. Risk assessment, risk reduction programs, security systems, threat designbases,calculatingexplosionpressures and impulses, and cost-effective structural design are all tasks that are being thrown at consultants who have never had to do them before. Many people lack the skills to react. Not only for government and military buildings,but also for other high-risk buildings like hospitals, banks, and global commercial headquarters, the blast design of structures has grown in importance. The structure and neighboring structures sustainsignificantdamageasa result of the high explosion. The detrimental effectcanbemanaged if the structure is adequately designed for this loading. 3.2 Objectives of Work To look into how steel buildings with multiple stories react dynamically to both internal and external blast loads. In the event that gradual collapse happens, look at the chain mechanism. Describe practical ways to lessen the explosion effect. 3.3 Scope of Work Using the comparison of lateral displacements and member force support reactions, it will be attempted to compare the structural response of a steel frame under blast load and under no blast load.
5.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 193 The computer program SAP2000 is used for modelling and analysis. The analysis of various structure geometries both with and without blast load is done. Followed directive: IS 4991:1968. Locating the anticipated collapse area. It will be attempted to use conventional techniques to identify the required treatments. 4. METHODOLOGY For the study of the blast loading effect, the finite element method is to be adopted. A common technique for numerically resolving differential equations that appear in engineering and mathematical modelling is the finite element method (FEM). The classic domains of structural analysis, heat transfer, fluid flow, mass transport, and electromagnetic potential are among the issue areas of interest. Using two or three spatial variables, the FEM is a general numerical method for solving partial differential equations (i.e., some boundary value problems). The FEM breaks down a complex system into smaller, more manageable pieces known as finite elements in order to solve an issue. The numerical domain for the solution,which has a finite number of points, is implemented by creating a mesh of the object using a specific space discretizationin the space dimensions. In the end, a setofalgebraic equations emergesfrom the formulation of a boundary value problemusingthefinite element method. The technique makes domain-wide approximations of the unknown function. The small system of equations that describes these finite elements is then combined with other equations to model the full issue. The calculus of variations is used by the FEM to minimize an associated error function and then approximate a solution. 5. CONCLUSION A reliability analysis of steel frame structures against blast loads is presented in this paper. The SS method and a two-step progressive collapseevaluationapproach are combined in the risk assessment framework. An enhanced Markov model is added into the SS technique. The efficiency of calculating the failure probability of uncommon events is improved by the Chain Monte Carlo algorithm. As a deterministic analysis, the two-step collapse evaluation approach is used to determine whether the sample points fall within the failure region. By adding damage severity and responses of individual structural components into structural numerical models in collapse evaluation, it takes the impact of blast load scenarios into consideration. With regard to variousVBIEDscenarios,blast reliability curves for ten-story steel frame structures are developed. REFERENCES 1) Ding, Y., Song, X., & Zhu, H. T. (2017). Probabilistic progressive collapse analysis of steel frame structures against blast loads. Engineering Structures, 147, 679-691. 2) Elsanadedy, H. M., Almusallam, T. H., Alharbi, Y. R., Al-Salloum, Y. A., & Abbas, H. (2014). Progressive collapse potential of a typical steel building due to blast attacks. Journal of Constructional Steel Research, 101, 143-157. 3) Fu, F. (2013). Dynamic response and robustness of tall buildings under blast loading. Journal of Constructional steel research, 80, 299-307. 4) Sideri, J., Mullen, C. L., Gerasimidis, S., & Deodatis, G. (2017). Distributed column damage effect on progressive collapse vulnerability in steel buildings exposed to an external blast event. Journal of Performance of constructed Facilities, 31(5), 04017077. 5) Ding, Y., Chen, Y., & Shi, Y. (2016). Progressive collapse analysis of a steel frame subjected to confined explosion and post-explosion fire. Advances in Structural Engineering, 19(11), 1780-1796. 6) IS 4991 (1968) - Criteria forblastresistantdesignof structures for explosions above ground.
Download now