Skip to main navigation
Skip to search
Skip to main content
ÉTS Research Discovery Portal Home
Help & FAQ
Français
English
Search content at ÉTS Research Discovery Portal
Home
Profiles
Research units
Research output
Datasets
Seismic Evaluation of Steel Plate Shear Walls in Different Configurations
Seyed Mohammad Ali Abbaspoor Haghighat
, Ali Alibazi
, Reza Moradifard
,
Lotfi Guizani
,
Munzer Hassan
École de technologie supérieure
Construction Engineering Department
DRSR - Structures and rehabilitation research and development team
Yasouj University
Shahid Beheshti University
Research output
:
Contribution to journal
›
Journal Article
›
peer-review
Overview
Fingerprint
Fingerprint
Dive into the research topics of 'Seismic Evaluation of Steel Plate Shear Walls in Different Configurations'. Together they form a unique fingerprint.
Sort by
Weight
Alphabetically
Keyphrases
Seismic Assessment
100%
Coupled Steel Plate Shear Wall
100%
Steel Plate Shear Wall
100%
Coupling Beam
66%
Steel Plate
66%
Nonlinear Time History Analysis
66%
Vertical Boundary Element
66%
Numerical Model
33%
Comprehensive Evaluation
33%
Structural Design
33%
Shear Behavior
33%
Coupling Degree
33%
Numerical Analysis
33%
Cost Performance
33%
Seismic Performance
33%
Axial Load
33%
Bending Moment
33%
ABAQUS
33%
Performance Limits
33%
Lateral Load
33%
Construction Cost
33%
Building Height
33%
Nonlinear Static
33%
Energy Absorption Capacity
33%
SAP2000
33%
OpenSees
33%
Life Safety
33%
Two-pair
33%
Incremental Dynamic Analysis
33%
Collapse Prevention
33%
Efficient System
33%
Flexural Shear
33%
Cyclic Time
33%
Static Time
33%
FEMA P695
33%
Safety Limits
33%
Plastic Design
33%
Pushover
33%
Post-buckling Strength
33%
Tension Field Action
33%
High Energy Absorption
33%
Ultimate Performance
33%
Horizontal Boundary
33%
Beam Mechanism
33%
Engineering
Steel Plate
100%
Shear Walls
100%
Time History
25%
Numerical Model
12%
Shear Property
12%
Seismic Performance
12%
Axial Load
12%
Bending Moment
12%
Lateral Loads
12%
Construction Cost
12%
Life Safety
12%
Buckling Strength
12%
Energy Absorption Capacity
12%
Tension Field Action
12%
Structural Design
12%