Experimental and analytical investigation of bracket moment connection for precast concrete beam-to-composite column joints

Author:

Eom Tae-Sung,Lee Seung-Jae,Jo Kwang-WonORCID,Kim Min-Jae,Lee Seung Hwan,Hwang Hyeon-JongORCID

Funder

Ministry of Science, ICT and Future Planning

National Research Foundation of Korea

Korea Institute for Advancement of Technology

Publisher

Elsevier BV

Reference34 articles.

1. High-performance precast prestressed slab system with structural esthetic and material savings;Choi;Magazine of the Korea Concrete Institute,2015

2. Structural performance of PC double beam-column connection under gravity and seismic loading;Baek;Int. J. Concre. Struc. Mater.,2020

3. Reinforced concrete columns strengthened with angles and battens subjected to eccentric load;Montuori;Eng. Struct.,2009

4. R/C columns strengthened by means of steel angles and battens: testing, modeling and design;Campione;Studies and Researches. Politecnico di Milano,2010

5. Flexural test for steel-concrete composite members using prefabricated steel angles;Eom;J. Struct. Eng.,2014

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