Experimental and numerical investigation of the cyclic behaviour of an innovative prefabricated beam-to-column joint

2017 ◽  
Vol 150 ◽  
pp. 373-389 ◽  
Author(s):  
Yufan Huang ◽  
Enrico Mazzarolo ◽  
Bruno Briseghella ◽  
Tobia Zordan ◽  
Airong Chen
2019 ◽  
Vol 21 (2) ◽  
pp. 217-228
Author(s):  
Abderrahim Labed ◽  
Toufik Benmansour ◽  
Ahmad M. I. Abu halaweh

2013 ◽  
Vol 680 ◽  
pp. 211-216
Author(s):  
Saddam M. Ahmed ◽  
Umarani Gunasekaran

The beam-column joint is a crucial zone in a reinforced concrete moment resisting frame. It is subjected to large forces during severe ground shaking, and its behaviour has a significant influence on the response of the structure. In the present study, two half-scaled cast-in-situ beam-column subassemblies (i) without slab and (ii) with slab, with reinforcement detailing as per ACI 318-63 (1963) provisions are constructed. The beam-column joints are comprehensively instrumented and tested under static displacement controlled cyclic loading. This paper explains the contribution of the floor slab, especially in “Tension flange” on the overall cyclic behaviour of the subassembly, and the experimental results of horizontal joint shear stress are discussed, and compared with the ACI 352R-02 provisions.


2018 ◽  
Vol 103 ◽  
pp. 115-137
Author(s):  
Feifan Ren ◽  
Jiangyang He ◽  
Feng Zhang ◽  
Guan Wang ◽  
Qihua Zhao

Structures ◽  
2022 ◽  
Vol 35 ◽  
pp. 939-957
Author(s):  
Ines Torra-Bilal ◽  
Mustafa Mahamid ◽  
Eray Baran

2020 ◽  
Vol 137 ◽  
pp. 103473 ◽  
Author(s):  
Anupoju Rajeev ◽  
Sai Sharath Parsi ◽  
Sudharshan N. Raman ◽  
Tuan Ngo ◽  
Amit Shelke

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