Experimental Investigation on Stress Redistribution and Load-Transfer Paths of Shear Walls with Openings

Author:

Zhang Huzhi1,Liu Xia2,Yi Weijian3

Affiliation:

1. University Lecturer, Hunan Provincial Key Laboratory of Structures for Wind Resistance and Vibration Control and School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China (corresponding author).

2. Associate Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

3. Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Characterization of mechanical performance of concrete beams with external reinforcement by acoustic emission and digital image correlation

2. Strength of high-rise shear walls-rectangular cross section;Cardenas A. E.;ACI Spec. Publ.,1972

3. Shear strength of squat rectangular RC walls;Gulec C. K.;ACI Struct. J.,2008

4. Investigation of load-transfer mechanisms in deep beams and corbels;He Z. Q.;ACI Struct. J.,2012

5. Earthquake-resistant design of shear walls with one opening;Kato D.;ACI Struct. J.,1995

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