Selection of optimal vector-valued seismic intensity measures for fragility analysis of self-centering prestressed RC structures-Reference-Cited by-同舟云学术

Selection of optimal vector-valued seismic intensity measures for fragility analysis of self-centering prestressed RC structures

Published:2023-12-05 Issue: Volume: Page:
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Chen Zefan,Sun Xinmao,Feng De-Cheng^ORCID,Wu Gang

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Carbon Emission Peak and Carbon Neutrality Innovative Science Foundation of Jiangsu Province

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s10518-023-01827-3.pdf

Reference69 articles.

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2. Alcocer SM, Carranza R, Perez-Navarrete D et al (2002) Seismic tests of beam-to-column connections in a precast concrete frame. PCI J 47(3):70–89

3. Aljawhari K, Gentile R, Freddi F et al (2021) Effects of ground-motion sequences on fragility and vulnerability of case-study reinforced concrete frames. Bull Earthq Eng 19:6329–6359

4. Bojórquez E, Iervolino I (2010) A spectral shape-based scalar ground motion intensity measure for maximum and cumulative structural demands. In: Proc of 14th European conference on earthquake engineering

5. Bojórquez E, Iervolino I, Reyes-Salazar A et al (2012) Comparing vector-valued intensity measures for fragility analysis of steel frames in the case of narrow-band ground motions. Eng Struct 45:472–480

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