Multihazard fragility assessment of steel‐concrete composite frame structures with buckling‐restrained braces subjected to combined earthquake and wind-Reference-Cited by-同舟云学术

Multihazard fragility assessment of steel‐concrete composite frame structures with buckling‐restrained braces subjected to combined earthquake and wind

Published:2020-04-15 Issue:11 Volume:29 Page:
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Li Hong‐Nan¹²,Liu Yang¹,Li Chao¹^ORCID,Zheng Xiao Wei¹

Affiliation:

1. State Key Laboratoy of Coastal and Offshore Engineering, Faculty of Infrastructure EngineeringDalian University of Technology No.2 Linggong Road, Ganjingzi District Dalian 116024 China

2. School of Civil EngineeringShenyang Jianzhu University Shenyang China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1746

Reference71 articles.

1. Experimental study on seismic performance of concrete-filled steel tabular frame-shear wall structure with buckling-resistant braces

2. Safety of Structures in Strong Winds and Earthquakes: Multihazard Considerations

3. MCMccullough AKareem. “A framework for performance‐based engineering in multi‐hazard coastal environments.” InProc. Structures Congress.2011; 1961‐1972.

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