Seismic performance of multistory CBFs with novel recentering energy dissipative braces-Reference-Cited by-同舟云学术

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Seismic performance of multistory CBFs with novel recentering energy dissipative braces

Published:2020-05 Issue: Volume:168 Page:105864
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Qiu Canxing,Du Xiuli

Funder

National Natural Science Foundation of China

Beijing Postdoctoral Research Foundation

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference65 articles.

1. Minimum Design Loads for Buildings and Other Structures;ASCE,2005

2. Minimum Design Loads for Buildings and Other Structures;ASCE,2010

3. Assessing and quantifying the earthquake response of reinforced concrete buckling-restrained brace frame structures;Bai;Bull. Earthq. Eng.,2019

4. Spectral shape, epsilon and record selection;Baker;Earthq. Eng. Struct. Dyn.,2006

5. Damage spectra: characteristics and applications to seismic risk reduction;Bozorgnia;ASCE J. Struct. Eng.,2003

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4. Seismic performance factors of quarter-elliptic-braced steel moment frames (QEB-MFs) using FEMA P695 methodology;Soil Dynamics and Earthquake Engineering;2024-03

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