Quantification of the reduction factors of seismic capacity for damaged RC column members using the experiment database-Reference-Cited by-同舟云学术

Quantification of the reduction factors of seismic capacity for damaged RC column members using the experiment database

Published:2020-10-19 Issue:3 Volume:50 Page:756-776
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn.

Author:

Chiu Chien‐Kuo¹,Sung Hsin‐Fang¹^ORCID,Chiou Tsung‐Chih²

Affiliation:

1. Department of Civil and Construction Engineering National Taiwan University of Science and Technology Taipei Taiwan

2. National Center for Research on Earthquake Engineering Taipei Taiwan

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3355

Reference28 articles.

1. JBDPA (Japan Building Disaster Prevention Association).Standard for Seismic Evaluation of Existing Reinforced Concrete Buildings Guidelines for Seismic Retrofit of Existing Reinforced Concrete Buildings and Technical Manual for Seismic Evaluation and Seismic Retrofit of Existing Reinforced Concrete Buildings.Tokyo Japan 2015.

2. PoegoehAC.Reduction Factors of Seismic Capacity for Earthquake Damaged Reinforced Concrete Columns. [dissertation].Taipei Taiwan:National Taiwan University of Science and Technology;2012.

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