Hysteretic model development and seismic response of unbonded post-tensioned precast CFT segmental bridge columns-Reference-Cited by-同舟云学术

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Hysteretic model development and seismic response of unbonded post-tensioned precast CFT segmental bridge columns

Published:2008 Issue:6 Volume:37 Page:919-934
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Chou Chung-Che,Hsu Chih-Po

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference14 articles.

1. Ductility of Concrete‐Filled Steel Box Columns under Cyclic Loading

2. Cyclic analysis and capacity prediction of concrete-filled steel box columns

3. Behavior and strength of circular concrete-filled tube columns

4. A Precast Segmental Substructure System for Standard Bridges

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1. Seismic resilience analysis of self-centering prestressed concrete frames with generalized flag-shaped hysteretic behavior;Engineering Structures;2023-12

2. Seismic performance of centrifugally prefabricated square hollow columns: Experimental and numerical study;Structures;2023-12

3. Experimental Study of Posttensioned Precast Segmental CFDST Columns under Cyclic Loading;Journal of Bridge Engineering;2023-04

4. Malaysia seismic provision design standard approach for bridges;Asian Journal of Civil Engineering;2023-02-08

5. Experimental and numerical study on seismic performance of precast segmental CFST bridge columns with non-uniform prestressed steel tendons;Engineering Structures;2023-01

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