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Earthquake-Soil-Structure Interactio...

Abell Mena, Jose Antonio.

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Earthquake-Soil-Structure Interaction Modeling of Nuclear Power Plants for Near-Field Events.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Earthquake-Soil-Structure Interaction Modeling of Nuclear Power Plants for Near-Field Events./
作者:	Abell Mena, Jose Antonio.
面頁冊數:	166 p.
附註:	Source: Dissertation Abstracts International, Volume: 78-04(E), Section: B.
Contained By:	Dissertation Abstracts International78-04B(E).
標題:	Civil engineering. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=10165743
ISBN:	9781369201192

Earthquake-Soil-Structure Interaction Modeling of Nuclear Power Plants for Near-Field Events.
Abell Mena, Jose Antonio.

Earthquake-Soil-Structure Interaction Modeling of Nuclear Power Plants for Near-Field Events. - 166 p.

Source: Dissertation Abstracts International, Volume: 78-04(E), Section: B.

Thesis (Ph.D.)--University of California, Davis, 2016.

This dissertation proposes an approach to modeling the response of a nuclear power facility considering soil-structure interaction, when subjected to earthquake motions originated in the near-field. It is argued that near-field earthquake-induced motions are complex in the sense that current state-of-practice assumptions made on the nature of seismic wave-field stemming from such events are oversimplified. Furthermore, even if near-field sources might not deliver the largest magnitude earthquakes for a given seismic setting, it is possible that the intensity of motions generated by such sources controls design of structural and/or non-structural components of nuclear facilities in some frequency range. Several nuclear power facilities are located in the vicinity of known smaller earthquake sources (within less than 10km).

ISBN: 9781369201192Subjects--Topical Terms:

860360
Civil engineering.

Earthquake-Soil-Structure Interaction Modeling of Nuclear Power Plants for Near-Field Events.
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520 $a This dissertation proposes an approach to modeling the response of a nuclear power facility considering soil-structure interaction, when subjected to earthquake motions originated in the near-field. It is argued that near-field earthquake-induced motions are complex in the sense that current state-of-practice assumptions made on the nature of seismic wave-field stemming from such events are oversimplified. Furthermore, even if near-field sources might not deliver the largest magnitude earthquakes for a given seismic setting, it is possible that the intensity of motions generated by such sources controls design of structural and/or non-structural components of nuclear facilities in some frequency range. Several nuclear power facilities are located in the vicinity of known smaller earthquake sources (within less than 10km).
520 $a The domain reduction method is used to excite a model of the soil-structure system with a three-dimensional seismic wave-field which is computed using a state-of-the-art seismic simulation code. The response of this model is compared with that of an alternative model which assumes that the incoming wave-field is not three-dimensional but unidimensional. This last modeling approach is the most common in both the research and practice of nuclear power-plant seismic design. Two source-to-site geometries are evaluated to compare possible effects of the propagation path.
520 $a Computation of non-linear soil response is achieved by using a new implementation of the classical elasto-plasticity constitutive modeling framework using the new language features of the C++11 standard. This novel implementation scheme aims at being both efficient and maintainable by software-engineering standards. Both these goals are hard to achieve with just the features of previous editions of the C++ standard.
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