Zobrazeno 1 - 10
of 63
pro vyhledávání: '"Yi-Kwei Wen"'
The term risk is used to describe the likelihood of some level of undesirable structural performance, such as unserviceability, damage or collapse. Further, this risk is defined in terms of time periods of exposure, such as the annual risk or the ris
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::65749918c2fb19342f8500f37208e36b
https://doi.org/10.1201/9781003069218-2
https://doi.org/10.1201/9781003069218-2
Autor:
Chi-Hsiang Wang, Yi-Kwei Wen
Publikováno v:
Journal of Structural Engineering. Oct2000, Vol. 126 Issue 10, p1169. 8p. 1 Diagram, 4 Charts, 7 Graphs.
Autor:
Chi-Hsiang Wang, Yi-Kwei Wen
Publikováno v:
Journal of Structural Engineering. Oct2000, Vol. 126 Issue 10, p1160. 9p. 1 Diagram, 9 Graphs.
Damage Modeling and Damage Limit State Criterion for Wood-Frame Buildings Subjected to Seismic Loads
Publikováno v:
Journal of Structural Engineering. 137:41-48
Current research trends in residential construction focus on the development of performance-based design methodologies for wood structures. As one key prerequisite to the implementation of such design concept, the performance objectives and their cor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a82c57c40ced866dad16909ed95c9d2a
https://doi.org/10.1061/(asce)st.1943-541x.0000272
https://doi.org/10.1061/(asce)st.1943-541x.0000272
Publikováno v:
Journal of Structural Engineering. 133:462-470
For performance evaluation of structural systems under seismic loads, accurate modeling of structural component and system response behavior in the nonlinear range is required. In this study, the differential-equation-based hysteresis (Bouc-Wen) mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::11eb078110561f7a103df5fc91c47502
https://doi.org/10.1061/(asce)0733-9445(2007)133:3(462)
https://doi.org/10.1061/(asce)0733-9445(2007)133:3(462)
Publikováno v:
Journal of Structural Engineering. 133:471-480
In NEHRP 2003, a new mechanism-based reliability/redundancy factor, ρ , is proposed to replace the current ρ factor in building codes. A multiplier of ρ=1.3 for design lateral force is recommended for structures deemed being lack of redundancy. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4fbbdd21fada69687fa235b9fc9bd366
https://doi.org/10.1061/(asce)0733-9445(2007)133:3(471)
https://doi.org/10.1061/(asce)0733-9445(2007)133:3(471)
Publikováno v:
Journal of Structural Engineering. 132:50-58
The minimum weight criterion, which has been widely adopted in the literature for optimal design of steel structural systems, is inadequate to fully reflect the initial monetary investment due to lack of consideration of additional construction expen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3fcc8d664e6e831a8b17c840e196dd90
https://doi.org/10.1061/(asce)0733-9445(2006)132:1(50)
https://doi.org/10.1061/(asce)0733-9445(2006)132:1(50)
Autor:
Yi-Kwei Wen, Bruce R. Ellingwood
Publikováno v:
Progress in Structural Engineering and Materials. 7:56-70
Decision-making under uncertainty is a difficult task when the information available is scarce and consequences are large. Such is the case in assessing vulnerabilities of buildings and transportation facilities to earthquakes in Mid-America where la
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c2f2af28da53da838836bdee4d7b3e8
https://doi.org/10.1002/pse.191
https://doi.org/10.1002/pse.191
Publikováno v:
Earthquake Engineering & Structural Dynamics. 34:289-306
The performance-based seismic design of steel special moment-resisting frame (SMRF) structures is formulated as a multiobjective optimization problem, in which conflicting design criteria that respectively reflect the present capital investment and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::71c65a502deac1ef75a30e10c7f7ab49
https://doi.org/10.1002/eqe.426
https://doi.org/10.1002/eqe.426
Publikováno v:
Engineering Structures. 26:1407-1421
Life cycle cost is considered in this paper for multiobjective design optimization of seismic steel moment-resisting frame (SMRF) structures. Initial material/construction cost and lifetime seismic damage cost, which are usually added up in the exist
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::410acc0f3b9ff7479142b66e1145c8f3
https://doi.org/10.1016/j.engstruct.2004.05.015
https://doi.org/10.1016/j.engstruct.2004.05.015