Seismic fragility and post-earthquake reparability of concrete frame with low-bond high-strength reinforced concrete column

Author:

Wang J.H.,Sun Y.P.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference55 articles.

1. Wang JH, Zhao H. High performance damage-resistant seismic resistant structural systems for sustainable and resilient city: A Review. Shock and Vibration 2018(8703697). https://doi.org/-10.1155/2018/8703697.

2. GB 50011-2010. Code for seismic design of building. Ministry of Housing and Urban-Rural Development of the People’s Republic of China (MOHURD), Beijing, China, 2010.

3. Architectural Institute of Japan (AIJ). AIJ standard for lateral load-carrying capacity calculation of reinforced concrete structures. Architectural Institute of Japan, Tokyo, Japan, 2016.

4. Kawashima K. The 1996 Japanese Seismic Design Specifications of Highway Bridges and the Performance-Based Design. Proceedings of International Conference at Bled, Slovenia, pp: 229-240, 1997.

5. Fire resistance and post-fire residual seismic performances of circular concrete-filled steel tubular columns;Wang;ASCE J Struct Eng,2020

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