Hysteretic model for steel–concrete composite shear walls subjected to in-plane cyclic loading
- 1 January 2016
- journal article
- Published by Elsevier BV in Engineering Structures
- Vol. 106, 461-470
- https://doi.org/10.1016/j.engstruct.2015.10.031
Abstract
No abstract availableKeywords
Funding Information
- Beijing Natural Science Foundation (8142026)
- National Natural Science Foundation of China (51578032)
This publication has 13 references indexed in Scilit:
- Steel-plate composite (SC) walls for safety related nuclear facilities: Design for in-plane forces and out-of-plane momentsNuclear Engineering and Design, 2014
- Parameter identification of three hysteretic models for the simulation of the response of CFT columns to cyclic loadingEngineering Structures, 2014
- Effect of shear connectors on local buckling and composite action in steel concrete composite wallsNuclear Engineering and Design, 2013
- Seismic behavior of steel tube–double steel plate–concrete composite walls: Experimental testsJournal of Constructional Steel Research, 2013
- Simplified hysteretic model for the representation of the biaxial bending response of RC columnsEngineering Structures, 2012
- Behavior of Double Skin Composite Wall Subjected to In-Plane Cyclic LoadingJournal of Structural Engineering, 2009
- Inelastic Displacement Ratios of Degrading SystemsJournal of Structural Engineering, 2008
- Hysteretic models that incorporate strength and stiffness deteriorationEarthquake Engineering & Structural Dynamics, 2005
- Study on steel plate reinforced concrete panels subjected to cyclic in-plane shearNuclear Engineering and Design, 2003
- Study on a concrete filled structure for nuclear power plantsNuclear Engineering and Design, 1998