Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Shih Lung Chu"'
Autor:
Hemant H. Shah, Shih Lung Chu
Publikováno v:
Journal of the Power Division. 100:53-62
Considering soil as an elastic medium, Newmark has presented maximum strains in soil caused by a seismic stress wave. Straight underground structural elements can be designed conservatively using these strains and neglecting the slippage between the
Publikováno v:
Journal of the Structural Division. 101:839-853
A method of analysis of physically nonlinear structures is presented that uses an iteration procedure based on changes in the load vector for a given problem. The speed of convergence to the final solution of the method is increased by introducing a
Autor:
Shih-Lung Chu, Andrew Morcos
Publikováno v:
Journal of the Power Division. 99:281-285
Seismic instrumentation used to measure earthquake response in a nuclear power plant is considered. Recommendations concerning the instruments to be used and their locations in the plant are presented. It is suggested that a central recording unit be
Publikováno v:
Journal of the Power Division. 97:367-394
Nuclear power stations, due to the consideration of insuring public safety, must be designed to withstand the effects of postulated strong motion earthquakes. A few of the many aspects of a complete seismic analysis are discussed. The loadings on the
Autor:
Shih-Lung Chu, Yi-Kwei Wen
Publikováno v:
Journal of the Structural Division. 99:2409-2421
An analytical method of assessing tornado risks is presented whereby the probability of a tornado striking a given point with a maximum wind speed exceeding a prescribed value can be evaluated. An illustrative example of the application of this metho
Autor:
James M. Doyle, Shih-Lung Chu
Publikováno v:
Journal of the Structural Division. 94:1935-1944
A design procedure for circular underground flexible conduits is presented. The method is based on the formation of a collapse mechanism in contrast to the deflection criterion which is widely used at present. In order to locate the points of maximum
Publikováno v:
Journal of the Power Division. 98:323-331
Several structural problems which arise in the design of bottom-supported, steel chimney liners are reviewed. The loads which a liner must sustain include dead weight, bending due to wind, seismic, thermal gradients and stack draft. Thermal gradients
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