Zobrazeno 1 - 10
of 10
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
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
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
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
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
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
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
Publikováno v:
Earthquake Engineering & Structural Dynamics; 7/ 1/1990, Vol. 18 Issue 5, p739, 14p
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