Implementing posttensioned connections only in some floors of steel moment frames-Reference-Cited by-同舟云学术

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Implementing posttensioned connections only in some floors of steel moment frames

Published:2021-06 Issue: Volume:31 Page:98-110
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Heydari Tafreshi Amir Mahdi,Gerami Mohsen

Publisher

Elsevier BV

Subject

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

Reference34 articles.

1. Performance of precast concrete beam-to-column connections subject to cyclic loading;Cheok;PCI J,1991

2. Seismic response of precast prestressed concrete frames with partially debonded tendons;Priestley;PCI J,1993

3. Seismic behavior and design of unbonded post-tensioned precast concrete frames;EI-Sheikh;PCI J,1999

4. Posttensioned seismic-resistant connections for steel frames;Ricles;J Struct Eng,2001

5. Experimental studies of full-scale posttensioned steel connections;Garlock;J Struct Eng,2005

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. Multi-stage Performance Upgrade of Steel Moment Frames by Post-tension Connections;International Journal of Engineering;2021

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