Development of Hysteretic Model with Dynamic Effect and Deterioration for Seismic-Performance Analysis of Reinforced Concrete Structures-Reference-Cited by-同舟云学术

Development of Hysteretic Model with Dynamic Effect and Deterioration for Seismic-Performance Analysis of Reinforced Concrete Structures

Published:2020-10 Issue:10 Volume:146 Page:04020215
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Hong-Nan¹,Li Rou-Han²,Li Chao³,Wang De-Bin⁴

Affiliation:

1. Professor, State Key Laboratory of Coastal and Offshore Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian, Liaoning 116024, China; Professor, School of Civil Engineering, Shenyang Jianzhu Univ., Shenyang, Liaoning 110168, China.

2. Ph.D. Candidate, State Key Laboratory of Coastal and Offshore Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian, Liaoning 116024, China.

3. Associate Professor, State Key Laboratory of Coastal and Offshore Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian, Liaoning 116024, China (corresponding author).

4. Associate Professor, School of Civil Engineering, Dalian Jiaotong Univ., Dalian, Liaoning 110168, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002774

Reference63 articles.

1. Curvature ductility of reinforced concrete beams under low and high strain rates;Al-Haddad M. S.;ACI Struct. J.,1995

2. Importance of Degrading Behavior for Seismic Performance Evaluation of Simple Structural Systems

3. Influence of strain rate on the seismic response of RC structures

4. Random Vibration of Degrading, Pinching Systems

5. Impact behaviour of concrete: a computational approach

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