Comparative study on failure mechanism of full-scale precast and cast-in-place beam-column joints based on acoustic emission technology-Reference-Cited by-同舟云学术

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Comparative study on failure mechanism of full-scale precast and cast-in-place beam-column joints based on acoustic emission technology

Published:2024-07 Issue: Volume:65 Page:106629
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Hou Shitong,Shi Dandan,Fan Jiajun,Wu Tao,Sun Weihao,Wu Gang,Fan Xiao

Funder

China Postdoctoral Science Foundation

Key Scientific Research Project of Colleges and Universities in Henan Province

National Natural Science Foundation of China

Jiangsu Province Natural Science Foundation

Publisher

Elsevier BV

Reference46 articles.

1. Seismic retrofit of a soft first story structure using an optimally designed post-tensioned PC frame;Dereje;Earthq Struct,2021

2. Performance of a ductile hybrid post-tensioned beam-to-column connection for precast concrete frames under seismic loads: a review;Mohammed;Appl Sci-Basel,2021

3. Seismic behavior of precast 100 MPa grade HSC frames under reversed cyclic loading;Xue;Eng Struct,2021

4. Seismic behavior of three-story prestressed fabricated concrete frame under dynamic and low reversed cyclic loading;Song;Adv Civ Eng,2018

5. An estimate on distribution of hysteretic energy demand in seismic precast concrete frame structures;Du;J Earthq Eng,2021

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Static Performance of Pre-Fabricated and Cast-in-Place Joints Formed by Inserting Steel Secondary Beam into Concrete Girder;Buildings;2024-08-16

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