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Salehan Institute of Higher Education
Society Collaborations
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1 - 24 of 24 items
Cost Analysis of RCC, Steel and Composite Multi-Storied Car Parking Subjected to High Wind Exposure in Bangladesh
Abstract : 3505
PDF : 1483
Response of Steel Moment and Braced Frames Subjected to Near-Source Pulse-Like Ground Motions by Including Soil-Structure Interaction Effects
Abstract : 1707
PDF : 982
Validation of Fiber-Based Distributed Plasticity Approach for Steel Bracing Models
Abstract : 1868
PDF : 957
Behaviour of Steel Plate Shear Wall in Multi Span Moment Frame with Various Infill Plate Connection to Column
Abstract : 1951
PDF : 873
Experimental and Numerical Simulation of Effects of High Temperature on RC Frame Infilled with Sandwich Panel
Abstract : 884
PDF : 549
A Comparative Study on the Behavior of Steel Moment-Resisting Frames with Different Bracing Systems Based on a Response-Based Damage Index
Abstract : 1959
PDF : 927
Seismic Fragility Curves for Performance of Semi-rigid Connections of Steel Frames
Abstract : 1228
PDF : 769
Seismic Resilience of Steel-Braced Frames Incorporating Steel Slit Dampers: A Review and Comparative Numerical Analysis
Abstract : 1262
PDF : 634
Effect of Masonry Infill Walls with Openings on Nonlinear Response of Steel Frames
Abstract : 1477
PDF : 935
Reduced Beam Section (RBS) Moment Connections-Analytical Investigation Using Finite Element Method
Abstract : 2416
PDF : 952
Investigating the Effect of Viscous Damper on Seismic Behavior of Steel Dual Frames with Divergent Bracing Affected by Near and Far Fields Earthquake to Fault
Abstract : 1384
PDF : 818
Cyclic Behavior of Steel Beam-to-Column Moment Connections Using Different Sizes of Flange Plates and Reinforced by a Single Rib Plate
Abstract : 2425
PDF : 865
Comparison Study of CBFs and EBFs Bracing in Steel Structures with Nonlinear Time History Analysis
Abstract : 1643
PDF : 893
Shape Functions Development for Beam-Column Element with Semi-Rigid Connections in Second-Order Steel Frame Analysis
Abstract : 753
PDF : 370
Effect of Semi-Rigid Connection on Post-Buckling Behaviour of Frames Using Finite Element Method
Abstract : 1064
PDF : 724
The Best Location of Belt Truss System in Tall Buildings Using Multiple Criteria Subjected to Blast Loading
Abstract : 2270
PDF : 869
Comparing Seismic Performance of Steel Structures Equipped with Viscous Dampers and Lead Rubber Bearing Base Isolation under Near-Field Earthquake
Abstract : 2220
PDF : 1055
Experimental and Numerical Research on Steel Plate Shear Wall with Infill Plate Connected to Beam Only
Abstract : 1793
PDF : 866
Cyclic Behavior of Bolted Extended End-Plate Moment Connections with Different Sizes of End Plate and Bolt Stiffened by a Rib Plate
Abstract : 1845
PDF : 901
Crack Pattern Analysis and Reinforcement Strain Development in UHPSFRC-Strengthened RC Joints
Abstract : 798
PDF : 399
1 - 24 of 24 items
