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"chou chung che"
Showing items 11-20 of 37 (4 Page(s) Totally) << < 1 2 3 4 > >> View [10|25|50] records per page
| 國立交通大學 |
2014-12-08T15:29:14Z |
Two-plastic-hinge and two dimensional finite element models for post-tensioned precast concrete segmental bridge columns
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Chou, Chung-Che; Chang, Hao-Jan; Hewes, Joshua T. |
| 國立交通大學 |
2014-12-08T15:27:36Z |
Seismic design and shake table tests of a steel post-tensioned self-centering moment frame with a slab accommodating frame expansion
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Chou, Chung-Che; Chen, Jun-Hen |
| 國立交通大學 |
2014-12-08T15:25:09Z |
Composite slab effects on self-centering connections with steel beams post-tensioned to a CFT column
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Chou Chung-Che; Wang Yu-Chi; Chen Jun-Hen; Tsai Keh-Chyuan |
| 國立交通大學 |
2014-12-08T15:23:26Z |
Compressive behavior of dual-gusset-plate connections for buckling-restrained braced frames
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Chou, Chung-Che; Liou, Gin-Show; Yu, Jiun-Chi |
| 國立交通大學 |
2014-12-08T15:16:11Z |
Evaluating performance of post-tensioned steel connections with strands and reduced flange plates
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Chou, Chung-Che; Chen, Jun-Hen; Chen, Yu-Chih; Tsai, Keh-Chyuan |
| 國立交通大學 |
2014-12-08T15:15:07Z |
Effects of continuity plate and transverse reinforcement on cyclic behavior of SRC moment connections
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Chou, Chung-Che; Uang, Chia-Ming |
| 國立交通大學 |
2014-12-08T15:13:10Z |
Performance evaluation of steel reduced flange plate moment connections
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Chou, Chung-Che; Wu, Chia-Ching |
| 國立交通大學 |
2014-12-08T15:12:19Z |
Seismic self-centering steel beam-to-column moment connections using bolted friction devices
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Tsai, Keh-Chyuan; Chou, Chung-Che; Lin, Chi-Lon; Chen, Pei-Ching; Jhang, Sheng-Jhih |
| 國立交通大學 |
2014-12-08T15:12:13Z |
Hysteretic model development and seismic response of unbonded post-tensioned precast CFT segmental bridge columns
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Chou, Chung-Che; Hsu, Chih-Po |
| 國立交通大學 |
2014-12-08T15:10:43Z |
Seismic design and behavior of post-tensioned steel connections including effects of a composite slab
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Chou, Chung-Che; Wang, Yu-Chi; Chen, Jun-Hen |
Showing items 11-20 of 37 (4 Page(s) Totally) << < 1 2 3 4 > >> View [10|25|50] records per page
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