Seismic behavior of T-shaped steel reinforced concrete shear walls in tall buildings under cyclic loading

Author:

Lu Xilin1,Yang Juhua1

Affiliation:

1. State Key Laboratory of Disaster Reduction in Civil Engineering; Tongji University; Shanghai China

Funder

National Natural Science Foundation of China

National Key Technology R&D Program

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference9 articles.

1. Brueggen BL 2009 Performance of T-shaped reinforced concrete structural walls under multi-directional loading Ph D thesis University of Minnesota

2. Nonlinear behavior of composite shear walls with vertical steel encased profiles;Dan;Engineering Structures,2011

3. Evaluation of ductility of structures and structural assemblages from laboratory testing;Park;Bulletin of the New Zealand national Society for Earthquake Engineering,1989

4. Tupper B 1999 Seismic response of reinforced concrete walls with steel boundary elements Doctoral dissertation

5. Displacement-based design of slender reinforced concrete structural walls-experimental verification;Thomsen;Journal of Structural Engineering, ASCE,2004

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