Distribution of hysteretic energy demands in self-centering concrete frames with hybrid joints-Reference-Cited by-同舟云学术

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Distribution of hysteretic energy demands in self-centering concrete frames with hybrid joints

Published:2021-09 Issue: Volume:148 Page:106828
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Song Ge^ORCID,Yang T.Y.^ORCID,Zhou Ying

Funder

National Natural Science Foundation of China

Science and Technology Commission of Shanghai Municipality

China Scholarship Council

University of British Columbia

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference49 articles.

1. Post-tensioned concrete walls and frames for seismic-resistance - a case study of the David Brower Center;Stevenson,2008

2. Seismic retrofit using rocking walls and steel dampers;Wada,2009

3. Lateral load behavior and seismic design of unbonded post-tensioned precast concrete walls;Kurama;Acids Struct J,1999

4. Seismic response of self-centering hysteretic SDOF systems;Christopoulos;Earthq Eng Struct Dynam,2002

5. Ductility demands on self-centering systems under earthquake loading;Seo;Acids Struct J,2005

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Study on the evolution of dynamic characteristics and seismic damage of a self-centering concrete structure based on data-driven methods;Engineering Structures;2024-10

2. Experimental study on seismic performance of steel artificial controllable plastic hinge (ACPH) with energy-absorption box (EAB);Structures;2024-09

3. Influence of seismic duration on performance assessment: application to self-centering concrete frames;Bulletin of Earthquake Engineering;2024-06-03

4. Parametric Investigation of Self-Centering Prestressed Concrete Frame Structures with Variable Friction Dampers;Buildings;2023-12-05

5. Seismic behavior of earthquake-damaged hybrid connections reinforced with replaceable energy-dissipating elements;Journal of Building Engineering;2023-12

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