2007•World Earthquake EngineeringRequires access

Experimental study on seismic behavior of high RC shear wall with concealed steel truss under axial-load ratio

Min Wang

Open publisher page 2 citations

Abstract

Based upon the experimental study on the seismic behavior of three 1/3 scale high shear walls,including a high shear wall with steel frame,a high shear wall with steel truss and a usual one,the bearing capacity,stiffness and its attenuation,ductility,hysteretic property and failure phenomena of different types of the shear walls with concealed bracing are discussed.The experimental results show that the seismic behavior of the high shear wall with steel frame and the high shear wall with steel truss are obviously improved compared with the usual one.

About this research paper

What this paper is about

Based upon the experimental study on the seismic behavior of three 1/3 scale high shear walls,including a high shear wall with steel frame,a high shear wall with steel truss and a usual one,the bearing capacity,stiffness and its attenuation,ductility,hysteretic property and failure phenomena of different types of the shear walls with concealed bracing are discussed.The experimental results show that the seismic behavior of the high shear wall with steel frame and the high shear wall with steel truss are obviously improved compared with the usual one.

Why it matters

OpenAlex reports 2 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Based upon the experimental study on the seismic behavior of three 1/3 scale high shear walls,including a high shear wall with steel frame,a high shear wall with steel truss and a usual one,the bearing capacity,stiffness and its attenuation,ductility,hysteretic property and failure phenomena of different types of the shear walls with concealed bracing are discussed.The experimental results show that the seismic behavior of the high shear wall with steel frame and the high shear wall with steel truss are obviously improved compared with the usual one.

Key concepts: Truss, Shear wall, Structural engineering, Bracing, Shear (geology), Steel plate shear wall, Materials science, Ductility (Earth science)

Related papers

Back to paper searchBrowse research topicsOriginal source
Experimental study on seismic behavior of high RC shear wall with concealed steel truss under axial-load ratio — Research Paper | ScholarLens