Evaluating performance of post-tensioned steel connections with strands and reduced flange plates-Reference-Cited by-同舟云学术

Evaluating performance of post-tensioned steel connections with strands and reduced flange plates

Published:2006 Issue:9 Volume:35 Page:1167-1185
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Chou Chung-Che,Chen Jun-Hen,Chen Yu-Chih,Tsai Keh-Chyuan

Publisher

Wiley

Subject

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

Reference12 articles.

1. Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading

2. Seismic Tests of Precast Beam-to-Column Joint Subassemblages With Unbonded Tendons

3. , . Press phase 3: the five-story precast test building-frame direction response. Report No. SSRP 2000/08, University of California, San Diego, La Jolla, CA, 2000.

4. Posttensioned Seismic-Resistant Connections for Steel Frames

5. Experimental Evaluation of Earthquake Resistant Posttensioned Steel Connections

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