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pro vyhledávání: '"I-Chau Tsai"'
Autor:
I-Chau Tsai, Hsin-Hung Chen
Publikováno v:
Journal of the Chinese Institute of Engineers. 39:436-446
Reinforced concrete (RC) walls play an important role in resisting earthquakes, so understanding the lateral load-deformation response of an RC wall subjected to an axial load, shear, and moment is essential to nonlinear structural analysis. In this
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c51d52d9644f968d5ae336ceaa06518d
https://doi.org/10.1080/02533839.2015.1117946
https://doi.org/10.1080/02533839.2015.1117946
Autor:
Shuenn-Yih Chang1 changsy@ntut.edu.tw, I-Chau Tsai2
Publikováno v:
Canadian Journal of Civil Engineering. Apr2005, Vol. 32 Issue 2, p454-460. 7p. 1 Diagram, 5 Charts, 2 Graphs.
Publikováno v:
Journal of the Chinese Institute of Engineers. 36:1029-1044
Life-cycle cost analysis has been employed as an optimal decision-support tool for management of infrastructures over their lifespan. This article applies life-cycle cost analysis to find an optimal importance factor for a fire department building an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a969080bb055346a64715185652a0977
https://doi.org/10.1080/02533839.2012.747065
https://doi.org/10.1080/02533839.2012.747065
Publikováno v:
Journal of Mechanics. 23:87-94
For a bi-linear SDOF system subjected to a specific wave form of the ground acceleration, the unique yielding pseudo spectral acceleration and spectral displacement (Say, Sdy) together with various inelastic responses (Sai, Sdi) can be obtained via n
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35db894d6c1a855434345191dd5ef0e7
https://doi.org/10.1017/s1727719100001118
https://doi.org/10.1017/s1727719100001118
Publikováno v:
Journal of the Chinese Institute of Engineers. 29:51-62
For any places located in zones with high seismic risk, seismic damage assessment of buildings is a crucial issue. In the past few years, much attention has been paid to the concept of performance‐based assessment due to ATC‐40. However, its tedi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d480b6c1a0d9bf0497c011eff9f0d29c
https://doi.org/10.1080/02533839.2006.9671098
https://doi.org/10.1080/02533839.2006.9671098
Publikováno v:
Structural Engineering and Mechanics. 21:35-52
This paper proposes a realistic approach to pushover analyses of reinforced concrete (RC) structures with single column type and frame type. The characteristic of plastic hinge of a single RC column subjected to fixed axial load was determined first
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7648a5a4eb9d5090ee4ec47393ea7374
https://doi.org/10.12989/sem.2005.21.1.035
https://doi.org/10.12989/sem.2005.21.1.035
Autor:
I-Chau Tsai, Shuenn-Yih Chang
Publikováno v:
Canadian Journal of Civil Engineering. 32:454-460
Quatre colonnes de beton arme pleine grandeur, comme celles utilisees dans les bâtiments scolaires, ont ete coulees et testees sous une charge cyclique inversee. Les resultats d'essais des deux colonnes non modifiees confirment que les comportements
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::321fc95c5d476eab2e89f9a48f49f4d9
https://doi.org/10.1139/l04-120
https://doi.org/10.1139/l04-120
Publikováno v:
Earthquake Engineering & Structural Dynamics. 19:739-752
The response of multi-degree-of-freedom (MDOF) structures with sliding supports is studied. The problem of sliding structures is a discontinuous one in that different numbers of equations of motion with varying forcing functions are required for the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::343a111d4fb86f6cd99158d775a48038
https://doi.org/10.1002/eqe.4290190509
https://doi.org/10.1002/eqe.4290190509
Publikováno v:
Earthquake Engineering & Structural Dynamics; 7/ 1/1990, Vol. 18 Issue 5, p739, 14p
Conference
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