Submit Search
Upload
NUMERICAL INVESTIGATION OF BRIDGE STRUCTURES SUBJECTED TO GRAVITY, SEISMIC AND MOVING LOADS
•
0 likes
•
6 views
IRJET Journal
Follow
https://www.irjet.net/archives/V9/i7/IRJET-V9I7229.pdf
Read less
Read more
Engineering
Report
Share
Report
Share
1 of 4
Download now
Download to read offline
Recommended
IRJET- Static and Dynamic Behaviour of Post Tensioned Skew Bridges by usi...
IRJET- Static and Dynamic Behaviour of Post Tensioned Skew Bridges by usi...
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
Parametric Study on Curved Bridges Subjected to Seismic Loading
Parametric Study on Curved Bridges Subjected to Seismic Loading
IRJET Journal
IRJET- Analysis of Long Span Suspension Bridge under Wind Load and Moving Load
IRJET- Analysis of Long Span Suspension Bridge under Wind Load and Moving Load
IRJET Journal
IRJET- Seismic Analysis of Curve Cable-Stayed Bridge
IRJET- Seismic Analysis of Curve Cable-Stayed Bridge
IRJET Journal
IRJET- Parametric Study of RC Deck Slab Bridge with Varying Thickness: A Conc...
IRJET- Parametric Study of RC Deck Slab Bridge with Varying Thickness: A Conc...
IRJET Journal
IRJET- Analysis of T-Beam Bridge with Mild Steel Strip in various Positions
IRJET- Analysis of T-Beam Bridge with Mild Steel Strip in various Positions
IRJET Journal
IRJET - Dynamic Analysis of Steel Truss Bridge under Various Combinational Mo...
IRJET - Dynamic Analysis of Steel Truss Bridge under Various Combinational Mo...
IRJET Journal
Recommended
IRJET- Static and Dynamic Behaviour of Post Tensioned Skew Bridges by usi...
IRJET- Static and Dynamic Behaviour of Post Tensioned Skew Bridges by usi...
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
Parametric Study on Curved Bridges Subjected to Seismic Loading
Parametric Study on Curved Bridges Subjected to Seismic Loading
IRJET Journal
IRJET- Analysis of Long Span Suspension Bridge under Wind Load and Moving Load
IRJET- Analysis of Long Span Suspension Bridge under Wind Load and Moving Load
IRJET Journal
IRJET- Seismic Analysis of Curve Cable-Stayed Bridge
IRJET- Seismic Analysis of Curve Cable-Stayed Bridge
IRJET Journal
IRJET- Parametric Study of RC Deck Slab Bridge with Varying Thickness: A Conc...
IRJET- Parametric Study of RC Deck Slab Bridge with Varying Thickness: A Conc...
IRJET Journal
IRJET- Analysis of T-Beam Bridge with Mild Steel Strip in various Positions
IRJET- Analysis of T-Beam Bridge with Mild Steel Strip in various Positions
IRJET Journal
IRJET - Dynamic Analysis of Steel Truss Bridge under Various Combinational Mo...
IRJET - Dynamic Analysis of Steel Truss Bridge under Various Combinational Mo...
IRJET Journal
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
IRJET Journal
IRJET- A Review on Comparative Study between Girder Bridge and Extradosed...
IRJET- A Review on Comparative Study between Girder Bridge and Extradosed...
IRJET Journal
Ijciet 08 02_044
Ijciet 08 02_044
IAEME Publication
Analysis of Multistory Steel Structure with Different Infills
Analysis of Multistory Steel Structure with Different Infills
IRJET Journal
IRJET-Parametric Study of Bridge Piers
IRJET-Parametric Study of Bridge Piers
IRJET Journal
Design of Skew Culvert Analysis: A review
Design of Skew Culvert Analysis: A review
IRJET Journal
Dynamic Analysis of Bridge with different spans of bridge piers applying push...
Dynamic Analysis of Bridge with different spans of bridge piers applying push...
IRJET Journal
Dynamic analysis of a reinforced concrete horizontal curved beam using software
Dynamic analysis of a reinforced concrete horizontal curved beam using software
eSAT Journals
The effect of varying span on Design of Medium span Reinforced Concrete T-bea...
The effect of varying span on Design of Medium span Reinforced Concrete T-bea...
theijes
Structural optimization of slender corrugated and flat I girder for patch loa...
Structural optimization of slender corrugated and flat I girder for patch loa...
IRJET Journal
Design of cell transmission tower with different bracing patterns
Design of cell transmission tower with different bracing patterns
IRJET Journal
IMPROVING THE STRUCTURAL EFFICIENCY OF STEEL TRUSSES BY COMPARATIVE STUDY
IMPROVING THE STRUCTURAL EFFICIENCY OF STEEL TRUSSES BY COMPARATIVE STUDY
IRJET Journal
STRUCTURAL PERFORMANCE OF INNOVATIVE FABRICATED COUPLED COMPOSITE COLUMN IN M...
STRUCTURAL PERFORMANCE OF INNOVATIVE FABRICATED COUPLED COMPOSITE COLUMN IN M...
IRJET Journal
IRJET - Analysis and Design of Steel Box Girder Bridge using Tekla Structures
IRJET - Analysis and Design of Steel Box Girder Bridge using Tekla Structures
IRJET Journal
Non-Linear Static Analysis of Reinforced Concrete Bridge
Non-Linear Static Analysis of Reinforced Concrete Bridge
IRJET Journal
Analysis and Design of Reinforced Concrete Solid Slab Bridge
Analysis and Design of Reinforced Concrete Solid Slab Bridge
ijtsrd
A Review Paper on Analysis and Design of Precast Box Culvert Bridge
A Review Paper on Analysis and Design of Precast Box Culvert Bridge
IRJET Journal
IRJET- Comparing the Load Pattern on Box Concrete Gridder with Consideration ...
IRJET- Comparing the Load Pattern on Box Concrete Gridder with Consideration ...
IRJET Journal
Seismic Performance of Circular And Rectangular Column by Cyclic And Monotoni...
Seismic Performance of Circular And Rectangular Column by Cyclic And Monotoni...
IRJET Journal
Comparative Study of Waffle Slab and Conventional Slabs with Bracing System U...
Comparative Study of Waffle Slab and Conventional Slabs with Bracing System U...
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 NUMERICAL INVESTIGATION OF BRIDGE STRUCTURES SUBJECTED TO GRAVITY, SEISMIC AND MOVING LOADS
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
IRJET Journal
IRJET- A Review on Comparative Study between Girder Bridge and Extradosed...
IRJET- A Review on Comparative Study between Girder Bridge and Extradosed...
IRJET Journal
Ijciet 08 02_044
Ijciet 08 02_044
IAEME Publication
Analysis of Multistory Steel Structure with Different Infills
Analysis of Multistory Steel Structure with Different Infills
IRJET Journal
IRJET-Parametric Study of Bridge Piers
IRJET-Parametric Study of Bridge Piers
IRJET Journal
Design of Skew Culvert Analysis: A review
Design of Skew Culvert Analysis: A review
IRJET Journal
Dynamic Analysis of Bridge with different spans of bridge piers applying push...
Dynamic Analysis of Bridge with different spans of bridge piers applying push...
IRJET Journal
Dynamic analysis of a reinforced concrete horizontal curved beam using software
Dynamic analysis of a reinforced concrete horizontal curved beam using software
eSAT Journals
The effect of varying span on Design of Medium span Reinforced Concrete T-bea...
The effect of varying span on Design of Medium span Reinforced Concrete T-bea...
theijes
Structural optimization of slender corrugated and flat I girder for patch loa...
Structural optimization of slender corrugated and flat I girder for patch loa...
IRJET Journal
Design of cell transmission tower with different bracing patterns
Design of cell transmission tower with different bracing patterns
IRJET Journal
IMPROVING THE STRUCTURAL EFFICIENCY OF STEEL TRUSSES BY COMPARATIVE STUDY
IMPROVING THE STRUCTURAL EFFICIENCY OF STEEL TRUSSES BY COMPARATIVE STUDY
IRJET Journal
STRUCTURAL PERFORMANCE OF INNOVATIVE FABRICATED COUPLED COMPOSITE COLUMN IN M...
STRUCTURAL PERFORMANCE OF INNOVATIVE FABRICATED COUPLED COMPOSITE COLUMN IN M...
IRJET Journal
IRJET - Analysis and Design of Steel Box Girder Bridge using Tekla Structures
IRJET - Analysis and Design of Steel Box Girder Bridge using Tekla Structures
IRJET Journal
Non-Linear Static Analysis of Reinforced Concrete Bridge
Non-Linear Static Analysis of Reinforced Concrete Bridge
IRJET Journal
Analysis and Design of Reinforced Concrete Solid Slab Bridge
Analysis and Design of Reinforced Concrete Solid Slab Bridge
ijtsrd
A Review Paper on Analysis and Design of Precast Box Culvert Bridge
A Review Paper on Analysis and Design of Precast Box Culvert Bridge
IRJET Journal
IRJET- Comparing the Load Pattern on Box Concrete Gridder with Consideration ...
IRJET- Comparing the Load Pattern on Box Concrete Gridder with Consideration ...
IRJET Journal
Seismic Performance of Circular And Rectangular Column by Cyclic And Monotoni...
Seismic Performance of Circular And Rectangular Column by Cyclic And Monotoni...
IRJET Journal
Comparative Study of Waffle Slab and Conventional Slabs with Bracing System U...
Comparative Study of Waffle Slab and Conventional Slabs with Bracing System U...
IRJET Journal
Similar to NUMERICAL INVESTIGATION OF BRIDGE STRUCTURES SUBJECTED TO GRAVITY, SEISMIC AND MOVING LOADS
(20)
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
Progressive Collapse Analysis of Steel Truss Foot Over Bridge
IRJET- A Review on Comparative Study between Girder Bridge and Extradosed...
IRJET- A Review on Comparative Study between Girder Bridge and Extradosed...
Ijciet 08 02_044
Ijciet 08 02_044
Analysis of Multistory Steel Structure with Different Infills
Analysis of Multistory Steel Structure with Different Infills
IRJET-Parametric Study of Bridge Piers
IRJET-Parametric Study of Bridge Piers
Design of Skew Culvert Analysis: A review
Design of Skew Culvert Analysis: A review
Dynamic Analysis of Bridge with different spans of bridge piers applying push...
Dynamic Analysis of Bridge with different spans of bridge piers applying push...
Dynamic analysis of a reinforced concrete horizontal curved beam using software
Dynamic analysis of a reinforced concrete horizontal curved beam using software
The effect of varying span on Design of Medium span Reinforced Concrete T-bea...
The effect of varying span on Design of Medium span Reinforced Concrete T-bea...
Structural optimization of slender corrugated and flat I girder for patch loa...
Structural optimization of slender corrugated and flat I girder for patch loa...
Design of cell transmission tower with different bracing patterns
Design of cell transmission tower with different bracing patterns
IMPROVING THE STRUCTURAL EFFICIENCY OF STEEL TRUSSES BY COMPARATIVE STUDY
IMPROVING THE STRUCTURAL EFFICIENCY OF STEEL TRUSSES BY COMPARATIVE STUDY
STRUCTURAL PERFORMANCE OF INNOVATIVE FABRICATED COUPLED COMPOSITE COLUMN IN M...
STRUCTURAL PERFORMANCE OF INNOVATIVE FABRICATED COUPLED COMPOSITE COLUMN IN M...
IRJET - Analysis and Design of Steel Box Girder Bridge using Tekla Structures
IRJET - Analysis and Design of Steel Box Girder Bridge using Tekla Structures
Non-Linear Static Analysis of Reinforced Concrete Bridge
Non-Linear Static Analysis of Reinforced Concrete Bridge
Analysis and Design of Reinforced Concrete Solid Slab Bridge
Analysis and Design of Reinforced Concrete Solid Slab Bridge
A Review Paper on Analysis and Design of Precast Box Culvert Bridge
A Review Paper on Analysis and Design of Precast Box Culvert Bridge
IRJET- Comparing the Load Pattern on Box Concrete Gridder with Consideration ...
IRJET- Comparing the Load Pattern on Box Concrete Gridder with Consideration ...
Seismic Performance of Circular And Rectangular Column by Cyclic And Monotoni...
Seismic Performance of Circular And Rectangular Column by Cyclic And Monotoni...
Comparative Study of Waffle Slab and Conventional Slabs with Bracing System U...
Comparative Study of Waffle Slab and Conventional Slabs with Bracing System U...
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
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
Amil baba
Hostel management system project report..pdf
Hostel management system project report..pdf
Kamal Acharya
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
ssuser89054b
Theory of Time 2024 (Universal Theory for Everything)
Theory of Time 2024 (Universal Theory for Everything)
Ramkumar k
Standard vs Custom Battery Packs - Decoding the Power Play
Standard vs Custom Battery Packs - Decoding the Power Play
Epec Engineered Technologies
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
SCMS School of Architecture
Introduction to Data Visualization,Matplotlib.pdf
Introduction to Data Visualization,Matplotlib.pdf
sumitt6_25730773
PE 459 LECTURE 2- natural gas basic concepts and properties
PE 459 LECTURE 2- natural gas basic concepts and properties
sarkmank1
DC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equation
BhangaleSonal
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
JIT KUMAR GUPTA
Online food ordering system project report.pdf
Online food ordering system project report.pdf
Kamal Acharya
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
drmkjayanthikannan
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
meghakumariji156
School management system project Report.pdf
School management system project Report.pdf
Kamal Acharya
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
HenryBriggs2
Online electricity billing project report..pdf
Online electricity billing project report..pdf
Kamal Acharya
data_management_and _data_science_cheat_sheet.pdf
data_management_and _data_science_cheat_sheet.pdf
JiananWang21
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
MuhammadAsimMuhammad6
Design For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the start
Quintin Balsdon
💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...
💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...
vershagrag
Recently uploaded
(20)
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
Hostel management system project report..pdf
Hostel management system project report..pdf
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
Theory of Time 2024 (Universal Theory for Everything)
Theory of Time 2024 (Universal Theory for Everything)
Standard vs Custom Battery Packs - Decoding the Power Play
Standard vs Custom Battery Packs - Decoding the Power Play
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
Introduction to Data Visualization,Matplotlib.pdf
Introduction to Data Visualization,Matplotlib.pdf
PE 459 LECTURE 2- natural gas basic concepts and properties
PE 459 LECTURE 2- natural gas basic concepts and properties
DC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equation
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
Online food ordering system project report.pdf
Online food ordering system project report.pdf
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
School management system project Report.pdf
School management system project Report.pdf
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
Online electricity billing project report..pdf
Online electricity billing project report..pdf
data_management_and _data_science_cheat_sheet.pdf
data_management_and _data_science_cheat_sheet.pdf
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
Design For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the start
💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...
💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...
NUMERICAL INVESTIGATION OF BRIDGE STRUCTURES SUBJECTED TO GRAVITY, SEISMIC AND MOVING LOADS
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1189 NUMERICAL INVESTIGATION OF BRIDGE STRUCTURES SUBJECTED TO GRAVITY, SEISMIC AND MOVING LOADS Alfiya Hakkim1, Muneera B2 1M.Tech student, Dept. of civil Engineering, Younus College of Engineering and Technology, Kerala, India 2Assistant Professor, Dept. of Civil Engineering, Younus College of Engineering and Technology, Kerala, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - : Bridges are very importantinthemodernroads and railway transportation system, generallyservingassocial infrastructure system. The main objective of this study is to match the structuralmembers capabilitybetweenthediffering types of piers with U- beam girder under gravity, seismic and vehicle loading. This study investigates efficiency of piers with U- beam as girder on seismic as well as structuralanalysis and design of integral bridges by using finite element analysis software ANSYS 16.0 version. The structure of the bridge will be design in CAD model software called CREO PARAMETRIC. The investigation mainly analyzes the structural member capability between girder shape(U-beam)andpiers(hammer head pier, multi column bent, solid wall type pier) by applying different loading conditions. Key Words: ANSYS, CREO, Seismic load, Bridge, Pier 1. INTRODUCTION Bridges structures are momentous and proficient civil structures and they contains on different types of structural members. These members can be divided into two groups. The first group is called superstructure and it includes the bearings, girders (beams), deck (includingsidewalks),joints, asphalt pavement layer, security barrier, and drainage system. The second group is known as substructurewhichis contained on the foundations (piles andpilescap),piers, and pier caps. In general, bridges are important part of the transportation engineering system. It presents the connection way over urban congestion, waterways, and valleys. The bearing capacity of bridges controls the weight and the volume of traffic loads which are passed by the transportation system. [1] The objective of the study is to compare the structural members capacity between different types of bridges structures under seismic load using CSI bridge. Bridges structures models are box girder bridge, solid girder bridge model, Precast I girder bridge, Slab bridge, Precast T girder bridge, U steel girder bridge. The result showed that models of box girder, precast T, and U steel girder bridge had the higher values of natural frequency comparing with other structures [2] This study deploys simulation of nonlinear analysis of bridge using DRAIN 2DX. Paper presents details seismic analysis of RC multicolumn bridge bents and four seismic rehabilitationschemes.Theseschemesincludedsteel dowels from the pile cap to the piles, a reinforced grade beam joining the pile caps and carbon FRP jackets forcolumnsand joints [3] The bridging activity is as old as human civilization. Innumerable bridges of various kinds and of various materials have been built from times immemorial. Design of medium span highway bridge system requires careful selection of structural element in preliminary stage. The motive behind the study is to prepare some useful interface for preliminary design of bridge system. There is no unique form of design which would be always most economical.Itis only by comparing a few designs that the economic design can be found in a particular set of conditions. Economy can be achieved by separately or simultaneouslyconsidering one or more of the following factors: span, superstructure cross section, cost of prestressing steel andconcreteconsumption. The study includesparametricstudyonprestressedconcrete girder bridge superstructure. 1.1 Objectives To determine deformation,stress,ultimateloadand moment of U- beam girder with piers such as hammer head, multi column bend and solid wall type piers under loading conditions (gravity, seismic and moving loads). To validate and check the possibilities of finite element programming using ANSYS software for bridge analysis. 1.2 Scope of the Project Work Mercalli scale is considered Damping the generated vibrationsusingelastomers Effect of gravity is considered Vehicle loading as per IRC – Class AA tracked vehicle loading Optimization of bridge structures
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1190 2. METHODOLOGY The whole project is divided into sequential steps. The following chart represents the methodology of the work Fig -1: Flow chart showing methodology of the study 3. BRIDGE INPUT AND ANALYSIS 3.1 Model Modelling of 20 m span bridge using CREO PARAMETRIC CAD modelling software. Specimen and model details were shown in Table – 1 and Fig – 2 to 4 represents models of bridge. Table -1: Specimen and Model Details Type Superstructure Deck slab Carriageway width 7.5 m Kerbs 600 mm on each side Foot Paths 1.20 m wide on each side Thickness of wearing coat 80 mm Lane of bridge Two lane Span 20 m Width of deck 11 m Thickness of deck 300 mm Concrete M40 Steel Fe415 MODEL NAME MODEL ID U- beam girder with hammer head pier under gravity loading UG – HHP G1 U- beam girder with hammer head pier under seismic loading UG – HHP S1 U- beam girder with hammer head pier under vehicle loading UG – HHP D1 U- beam girder withmulticolumn bent under gravity loading UG – MCP G2 U- beam girder withmulticolumn bent under seismic loading UG – MCP S2 U- beam girder withmulticolumn bent under vehicle loading UG – MCP D2 U- beam girder with solid wall type pier under gravity loading UG – SWP G3 U- beam girder with solid wall type pier under seismic loading UG – SWP S3 U- beam girder with solid wall type pier under vehicle loading UG – SWP D3 Fig -2: Model of U- beam girder with hammer head pier Fig -3: Model of U-beam girder with multi column bent
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1191 Fig -4: Model of U-beam girder with solid wall type pier 3.2 Loading The loads assigned to the bridge are as follows, Dead Load: It includes the self-weight of the structure including the components attached to the structural members such as crash barrier, etc. Live Load: This is entered in the software in form of moving load. For two numbers of lanes, as per IRC (Indian Road Congress) class AA type vehicle loading is considered. Seismic Force: seismic analysis is being analysed in Mercalli scale. Magnitude of vibration is being converted to acceleration in Mercalli scale reading and hence analysis is being done. Acceleration is taken as 7 m/s2. 4. ANALYSIS The present study includes two different analysis namely static structural and transient analysis. For analysis of bridge, bridge structures such as U- beam girder with different types of pier suchashammerheadpier, multi column bent pier, solid wall type pier are examined under different loading conditions. Fig -5 represents deformation of U- beam with differentpier under gravity loading. Fig -6 represents deformation of U- beam with differentpier under seismic loading. Fig -7 represents deformation of U- beam with different pier under vehicle loading. Table -2: Results of analysis of U beam girder MODEL ID DEFORMATION (mm) STRESS (MPa) FORCE (kN) UG – HHP G1 0.928 6.176 1.08x10 3 UG – MCP G2 0.925 5.967 2.73x10 3 UG - SWP G3 0.753 4.283 1.05x10 4 UG – HHP S1 1.189 8.605 1.10x10 3 UG – MCP S2 1.193 13.031 2.78x10 3 UG - SWP S3 0.851 9.497 1.08x10 4 UG – HHP D1 0.550 1.898 4.91x10 2 UG – MCP D2 0.524 2.324 6.38x10 3 UG - SWP D3 0.352 0.937 2.58x10 3 Fig -5: Deformation of U-beam girder with different piers under gravity loading Fig -6: Deformation of U-beam girder with different piers under seismic loading
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1192 Fig -7: Deformation of U-beam girder with different piers under vehicle loading Table -3: Comparison of results of U beam girder MODEL ID % INCREASE IN DEFORMATION % INCREASE IN STRESS UG - SWP G3 0 0 UG – MCP G2 18 28 UG – HHP G1 18 30 UG - SWP S3 0 0 UG – MCP S2 28 27 UG – HHP S1 28 10 UG - SWP D3 0 0 UG – MCP D2 32 60 UG – HHP D1 36 50 5. CONCLUSIONS Modelling and analysis of bridge using finite element program such as ANSYS is possible Solid wall type pier with U- beam girder shows less deformation as compared to multi column bentand hammer head pier under different loading While considering longer spans and elevated structures solid wall type pier cannot betakenasan optimized section.Hencemulticolumnbentistaken 6. SCOPE FOR FUTURE WORK This study can be continued for different shapes for girders and pier columnsi.e. rectangular,square etc. The column base has been assumed to be fixedatits bottom in this research. However,thesoil-structure interaction between piles that support the columns can be researched. All the columns of the bridge considered in this study have the same height. Bridge having columns of varying heights may be studied. The bridge in this study consists of 20m span length. The number of spans and their lengths can be varied in further researches. REFERENCES [1] Ali Fadhil Naser (2022), “Comparative Study of seismic design for different bridges structures”. International Journal of Engineering Research & Technology, Volume 04, Issue 05. [2] Gavin et al (2012). “Case study of strategies for seismic rehabilitationofreinforcedconcrete multicolumnbridge bents”. Journal of Bridge Engineering page no:139-150. [3] Sanket Patel and Umang Parekh (2016), “Comparative study of PSC. Tee girder and PSC box girder”. IJSTE – International Journal of Science Technology & Engineering, Volume 2, Issue 11 [4] Sang-Hyo Kim et al (2017), “Vehicle loads for assessing the required load capacity considering the traffic environment”. Journal of Appl. Sci. 2017,7, 365; doi:10.3390/app7040365. [5] Supriya Madda, Kalyanshetti M.G (2013), “Dynamic analysis of T-Beam bridge superstructure”International Journal of Civil and structural Engineering, Vol.3
Download now