Numerical analysis of a prefabricated concrete beam-to-column connection with bolted end plates

Author:

Zhang HaoORCID,Huang Wei,Liu Bolong,Li Shufeng,Li Qingning,Mao Lu

Publisher

Elsevier BV

Subject

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

Reference44 articles.

1. Experimental study on a novel dry connection for a precast concrete beam-to-column joint;Zhong;Sustain-Basel,2019

2. Full-scale tests on composite concrete T-beams subjected to cyclic and monotonic loading;Xue;P I Civ Eng-Str B,2019

3. Effects of postcast connection locations on the seismic performance of precast concrete frame joints;Feng;Struct Des Tall Spec,2018

4. Experimental and numerical study of precast concrete columns with hybrid bolted splice connections;Wang;Structures,2020

5. Seismic behavior of two exterior beam–column connections made of normal-strength concrete developed for precast construction;Yuksel;Eng Struct,2015

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