Variable friction damped self-centering precast concrete beam–column connections with hidden corbels: Experimental investigation and theoretical analysis

Author:

Huang Linjie,Zhou Zhen,Huang Xiaogang,Wang Yongwei

Funder

National Key R&D Program of China, China

National Natural Science Foundation of China, China

Postgraduate Research &Practice Innovation Program of Jiangsu Province, China

Key R&D Program of Jiangsu Province, China

Fundamental Research Funds for the Central Universities, China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. Overview of PRESSS research program;Priestley;PCI J,1991

2. A new ductile moment-resisting connection for precast concrete frames in seismic regions: an experimental investigation;Parastesh;Eng Struct,2014

3. Base isolation and damage-resistant technologies for improved seismic performance of buildings;Buchanan;University Canterbury Civil Natural Resources Engineering,2011

4. Seismic performance and fragility analyses of self-centering prestressed concrete frames with infill walls;Huang;J Earthquake Eng,2018

5. Stanton J A. Stanton J, Stone WC, Cheok GS. Hybrid reinforced precast frame for seismic regions. PCI J 1997;42(2):20–3.

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