Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Chui-Hsin Chen"'
Publikováno v:
International Journal of Steel Structures. 20:766-776
The purpose of this study is to evaluate the seismic performance of steel box-column connections with electro-slag welding (ESW) stiffeners. Steel box columns have been widely adopted in seismically active areas, such as Japan and Taiwan. It is a com
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2bf8b7319a72d448eeba5c15426a22d
https://doi.org/10.1007/s13296-020-00321-9
https://doi.org/10.1007/s13296-020-00321-9
Publikováno v:
Journal of Constructional Steel Research. 155:492-503
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::59117ab159b82e4aed53229d53186707
https://doi.org/10.1016/j.jcsr.2018.12.010
https://doi.org/10.1016/j.jcsr.2018.12.010
Autor:
Huai Kuo Hu, Chui-Hsin Chen
Publikováno v:
Journal of Constructional Steel Research. 130:1-11
Static cyclic loading tests are commonly used to evaluate the seismic capacity of a structure. However, different loading sequences would result in different structural behavior. To quantify the effects of loading sequences on the structural capacity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7dba07f3e77af2dfd3bba9c23ea8743f
https://doi.org/10.1016/j.jcsr.2016.11.017
https://doi.org/10.1016/j.jcsr.2016.11.017
Publikováno v:
Applied Mechanics and Materials. 863:287-292
In conventional special concentrically braced frame (SCBF) structures, the buckling of the braces leads to severe reduction in system strength and stiffness. Therefore soft story mechanisms followed by large permanent deformation are commonly observe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::005a6cfc9e272e99d8072c096b6a5d28
https://doi.org/10.4028/www.scientific.net/amm.863.287
https://doi.org/10.4028/www.scientific.net/amm.863.287
Publikováno v:
Thin-Walled Structures. 143:106202
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d9bc741087cfd648edba19689f11e7cd
https://doi.org/10.1016/j.tws.2019.106202
https://doi.org/10.1016/j.tws.2019.106202
Autor:
Chui-Hsin Chen, Po-Chien Hsiao, Ker Chun Lin, Kung Juin Wang, Sheng Lin Lin, Yuan Tao Weng, Jiun-Wei Lai, Keh-Chyuan Tsai, Min Lang Lin
Publikováno v:
Earthquake Engineering & Structural Dynamics. 37:1081-1098
A series of pseudo-dynamic tests (PDTs) of a full-scale 3-story 3-bay buckling-restrained braced frame (BRBF) using concrete-filled tube columns was tested in the Taiwan National Center for Research on Earthquake Engineering using networked PDT techn
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa2479e2736de9c871db932c0ddcc551
https://doi.org/10.1002/eqe.804
https://doi.org/10.1002/eqe.804
Autor:
Chui-Hsin Chen1 chence@nctu.edu.tw, Yi-Rung Tsai2 a0917912038@gmail.com, Yao Tang2 yao771124.cv96@g2.nctu.edu.tw
Publikováno v:
Earthquakes & Structures. Aug2019, Vol. 17 Issue 2, p163-173. 11p.
Publikováno v:
Engineering Structures. 27:75-87
This paper reports an experimental programme aiming to shed some light on the response of non-seismic RC beam–column joints to excitations of different frequencies. The RC connections tested were designed only for gravity loads, thus rendering the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d24eea2ab9a3fc674eb62a6c322a316
https://doi.org/10.1016/j.engstruct.2004.09.004
https://doi.org/10.1016/j.engstruct.2004.09.004
Publikováno v:
Structures Congress 2010.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f9968a76560fe1fa84a856f2a89b96cc
https://doi.org/10.1061/41130(369)212
https://doi.org/10.1061/41130(369)212
Autor:
Stephen A. Mahin, Chui-Hsin Chen
Publikováno v:
Structures Congress 2010.
Conventional special concentrically braced frames (SCBF) have been widely used due to their efficiency in resisting lateral forces. Under severe lateral loading, braces will buckle, laterally and locally, leading to a deterioration of the strength an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d1a8174827e5e5cce0b89cc678e1cc2
https://doi.org/10.1061/41130(369)115
https://doi.org/10.1061/41130(369)115