Pushover of Hybrid Coupled Walls. II: Analysis and Behavior
- 1 October 2002
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Structural Engineering
- Vol. 128 (10), 1282-1289
- https://doi.org/10.1061/(asce)0733-9445(2002)128:10(1282)
Abstract
Presented are the results of nonlinear pushover analyses of the hybrid coupled wall (HCW) prototypes designed and discussed in a companion paper. The objectives of the analyses are (1) to study the effect of the coupling ratio on system response; and (2) to evaluate existing design guidelines for HCWs. The discussion addresses target displacements, displacement profile, base shear, wall reactions, story drifts over the height, wall plastic rotations, shear distortions, coupling beam rotations, wall-beam connection response, crack patterns, concrete crushing at critical locations, and system overstrength. The suitability of HCWs for use in regions of high seismic risk is discussed.Keywords
This publication has 8 references indexed in Scilit:
- Pushover of Hybrid Coupled Walls. I: Design and ModelingJournal of Structural Engineering, 2002
- Concrete-Steel Composite Coupling Beams. II: Subassembly Testing and Design VerificationJournal of Structural Engineering, 2001
- Seismic Design of Hybrid Coupled WallsPublished by American Society of Civil Engineers (ASCE) ,2001
- Behavior and Design of Reinforced Concrete, Steel, and Steel-Concrete Coupling BeamsEarthquake Spectra, 2000
- Nonlinear seismic response predictions of walls coupled with steel and concrete beamsCanadian Journal of Civil Engineering, 1998
- Seismic Response of Steel Beams Coupling Concrete WallsJournal of Structural Engineering, 1993
- Seismic Design and Performance of Composite Coupled WallsJournal of Structural Engineering, 1993
- Seismic Response of R/C Frame‐Wall StructuresJournal of Structural Engineering, 1984