Research on Seismic Behavior of CFT-Frame-Buckling Restrained Steel Plate Shear Wall Structures Using Recycled Aggregate Concrete

Author:

Mohammed Amer,Du Yansheng,Chen Zhihua,Huang Jin

Publisher

Springer Nature Singapore

Reference40 articles.

1. Nie, J.-G., Hu, H.-S., Fan, J.-S., Tao, M.-X., Li, S.-Y., Liu, F.-J.: Experimental study on seismic behavior of high-strength concrete filled double-steel-plate composite walls. J. Constr. Steel Res. 88, 206–219 (2013)

2. Hu, H.-S., Nie, J.-G., Eatherton, M.R.: Deformation capacity of concrete-filled steel plate composite shear walls. J. Constr. Steel Res. 103, 148–158 (2014)

3. Astaneh-Asl, A.: Seismic Behavior and Design of Composite Steel Plate Shear Walls. Structural Steel Educational Council Moraga, CA (2002)

4. Takahashi, Y., Takemoto, Y., Takeda, T., Takagi, M.: Experimental study on thin steel shear walls and particular bracings under alternative horizontal load. In: Preliminary Report, IABSE, Symp. On Resistance and Ultimate Deformability of Tsructures Acted on by Well-defined Repeated Loads, Lisbon, Portugal, 1973

5. Thorburn, L., Kulak, G., Montgomery, C.: Analysis of steel plate shear walls, Structural Engineering Report No. 107. University of Alberta, Department of Civil Engineering, Edmonton, Alberta (1983)

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