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Titlebook: Stochastic Structural Mechanics; U.S.-Austria Joint S Y. K. Lin (Schmidt Chair in Engineering),G. I. Sch Conference proceedings 1987 Spring

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书目名称Stochastic Structural Mechanics
副标题U.S.-Austria Joint S
编辑Y. K. Lin (Schmidt Chair in Engineering),G. I. Sch
视频video
丛书名称Lecture Notes in Engineering
图书封面Titlebook: Stochastic Structural Mechanics; U.S.-Austria Joint S Y. K. Lin (Schmidt Chair in Engineering),G. I. Sch Conference proceedings 1987 Spring
描述This volume is a collection of papers presented at the U.S.-Austria Joint Seminar on Stochastic Structural Mechanics held on May 4 and 5, 1987. The general theme of the two-day program was the applications of probability and statistics to structural mechanics. Within this general theme a great variety of subject matters were covered, ranging from analytical and computational algorithms to specific problems in different branches of engineering. The format of the bi-national seminar with limited attendance permitted ample time for presentation and discussion. The discussion was als6 contributed by several participants of another bi-national seminar, the U.S.-Japan Joint Seminar on Stochastic Approaches in Earthquake Engineering, which followed immediately on May 6 and 7, 1987. The scheduling of the two seminars back-to-back enhanced greatly the exchange among the experts in engineering stochastics from the three nations. The Joint Seminar was organized according to the U.S.-Austria Cooperative Science Program established in 1984. We are indebted to the following government agencies and organizations for financial assistance, including the National Science Foundation, and the Florida
出版日期Conference proceedings 1987
关键词mechanics; modeling; optimization; statistics; structure
版次1
doihttps://doi.org/10.1007/978-3-642-83254-3
isbn_softcover978-3-540-18463-8
isbn_ebook978-3-642-83254-3Series ISSN 0176-5035
issn_series 0176-5035
copyrightSpringer-Verlag Berlin, Heidelberg 1987
The information of publication is updating

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Nonstationary Spectral Response of Dam Reservoir to Random Excitation,ized random excitation with a zero start and a white power spectrum, the non-stationary power spectral density for the structural displacement is obtained by a frequency domain approach due to Shinozuka. The spectral density functions are then integrated to check the transient variance solution obta
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The stochastic finite element method in structural reliability,g properties and subjected to random loads. Two methods for discretization of random fields are examined and the influence of the correlation length of random property or load fields on the reliability of example structures are investigated. It is found that the correlation length of load fields has
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A Perspective on Modeling Rotorcraft in Turbulence,ng frame turbulence or RFT. The stationary RFT spectral densities show large peaks centered about the integer multiples of rotor speed (1P, 2P etc.). Given the constant energy of the spectrum, the energy gets shifted to higher frequencies, the energy increase at these peaks being balanced by the ene
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Stochastic Analysis of Long-Span Bridges with Active Control, tendons are utilized for the active control system, wherein the closed-loop feedback control algorithm is used. The wind load is separated into two parts; the self-excited loads and the buffeting loads. The self-excited wind load is dependent on the bridge motion, whereas, the buffeting wind load i
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