Chapter
Apr 26, 2012
Tests of Two Three-Story Ductile Steel Plate Shear Walls
Authors: Saied Sabouri-Ghomi [email protected] and Majid Gholhaki [email protected]Author Affiliations
Publication: Structures Congress 2008: Crossing Borders
Abstract
Two three-story unstiffened ductile steel plate shear walls were tested under cyclic loading. The shear walls had two types of beam-to-column connections consisting of rigid (SPSW-R) and simple (SPSW-S). Low and high strengths steel were used in the plates of panels and boundary frames, respectively. Both specimens endured many cycles of loading most of which were in the inelastic range. They showed excellent ductility and energy dissipation characteristics and exhibited stable behavior at very large deformations.
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Information
Published In
Structures Congress 2008: Crossing Borders
Pages: 1 - 12
Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Buildings
- Continuum mechanics
- Cyclic loads
- Cyclic tests
- Ductility
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Laboratory tests
- Load tests
- Low-rise buildings
- Material mechanics
- Material properties
- Materials engineering
- Mechanical properties
- Plates
- Shear tests
- Shear walls
- Solid mechanics
- Steel plates
- Structural dynamics
- Structural engineering
- Structural members
- Structural systems
- Structures (by type)
- Tests (by type)
- Walls
Authors
Affiliations
K.N.T. University of Technology, Tehran, Iran. E-mail: [email protected]
Semnan University, Semnan, Iran. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.