Stiffness and Strength Demands for Pin-Supported Walls in Reinforced-Concrete Moment Frames

Author:

Qu Zhe1ORCID,Gong Ting2,Wang Xiaoyue3ORCID,Li Qiqi4,Wang Tao5

Affiliation:

1. Professor, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Yanjiao, Hebei 065201, China (corresponding author). ORCID: .

2. Analyst, Dept. of Risk Modeling & Analytics, China Re Catastrophe Risk Management, Beijing 100052, China.

3. Graduate Student, Institute of Engineering Mechanics, China Earthquake Administration, Hebei 065201, China. ORCID:

4. Engineer, Research Dept. for Engineering Technical Design, China Institute of Building Standard Design and Research, Beijing 100048, China.

5. Professor, Institute of Engineering Mechanics, China Earthquake Administration, Hebei 065201, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference39 articles.

1. Ds-values for damage-dispersing type multi-story frames;Akiyama H.;J. Struct. Constr. Eng. Trans. AIJ,1984

2. Strengthening of moment-resisting frame structures against near-fault ground motion effects

3. Design of a high rise building using unbonded braces with varying cross section;Aoki K.;J. Constr. Steel,1998

4. Performance analysis of light energy dissipative rocking frame designed on the basis of stiffness demand;Du Y. F.;China Civ. Eng. J.,2014

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