Seismic collapse fragility of low-rise steel moment frames with mass irregularity based on shaking table test

Author:

Bai YongtaoORCID,Li Yinsheng,Tang Zhenyun,Bittner Marius,Broggi Matteo,Beer Michael

Funder

Alexander von Humboldt Stiftung-Foundation

Institute of Engineering Mechanics, China Earthquake Administration

Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education

Fundamental Research Funds for the Central Universities

Publisher

Springer Science and Business Media LLC

Subject

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

Reference18 articles.

1. Bai Y, Lin X (2015) Numerical simulation of collapse behavior of steel moment resistant frame considering post local buckling behavior. In: Thin-walled structures. Elsevier, vol 94, pp 424–434

2. Bai Y, Ma X, Wang B, Cao G, Beer M (2020) Cumulative component damages on collapse capacity of ductile steel and CFT moment resisting frames under over− design ground motions. J Earthq Eng 16:1–22

3. Bi J, Luo L, Jiang N (2019) Seismic energy response analysis of equipment-structure system via real-time dynamic substructuring shaking table testing. Advance Struct Eng, pp 1–14

4. D’Alessandro E, De Matteis G, Brando G (2018) Design charts for end-plate beam-to-column steel joints. Proceedings of the Institution of Civil Engineers: Structures and Buildings 171(6):472–486

5. Del Carpio MR, Mosqueda G, Lignos DG (2016) Seismic performance of a steel moment frame subassembly tested from the onset of damage through collapse. Earthquake Eng Struct Dynam 45(10):1563–1580

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