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Titlebook: Dynamic Analysis of Ocean Structures; Bruce J. Muga,James F. Wilson Book 1970 Springer Science+Business Media New York 1970 earthquake pre

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發(fā)表于 2025-3-21 16:38:59 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Dynamic Analysis of Ocean Structures
編輯Bruce J. Muga,James F. Wilson
視頻videohttp://file.papertrans.cn/284/283507/283507.mp4
叢書名稱Ocean Technology
圖書封面Titlebook: Dynamic Analysis of Ocean Structures;  Bruce J. Muga,James F. Wilson Book 1970 Springer Science+Business Media New York 1970 earthquake pre
描述Improvements in the design process as applied to ocean structures have received intense interest in recent years. Part of this interest stems from the growing realization that design on a purely deterministic basis is inadequate for structures sub- ject to random loads, which are best described by statistical (or probability) methods. This book is an attempt to bridge the gap between present design practices and available analytical techni- ques (which may be exploited to improve present procedures). The book itself is an outgrowth of a set of notes prepared for an intensive short course presented over the past three years by the Engineering Extension Division of the University of California at Los Angeles, California. The ensuing presentation is composed of four parts. The material begins with a review of the physical environment (winds, surface gravity water waves and currents) for which engineering- type formulations are presented. Hindcasting and forecasting techniques using spectral concepts are included. Special problem areas are enumerated.
出版日期Book 1970
關(guān)鍵詞earthquake prediction; environment; growth; ocean; water
版次1
doihttps://doi.org/10.1007/978-1-4684-1848-4
isbn_softcover978-1-4684-1850-7
isbn_ebook978-1-4684-1848-4
copyrightSpringer Science+Business Media New York 1970
The information of publication is updating

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Gleichgewicht und Spielmetaphere most difficult to determine. The critical evaluations to be made are: (i) what is the likelihood (or probability) of the occurrence of waves of a given magnitude, frequency (of the wave’s, and duration (of this wave intensity) at a given location during the proposed life of the structure; (ii) how
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Gleichgewicht und Spielmetapherncepts and procedures which are employed by-specialists who regularly furnish forecasting services. The objective here is that of providing sufficient insight into the mechanics of wave forecasting and the underlying premises so that information contained in the forecast and/or hindcast can be used
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Die Form des Wissens im Konzernnertial contribution and a drag contribution, or F. = F. + F. Each of these time-varying components has then been formulated in terms of (i) geometrical properties of the structure, (ii) fluid properties describing the flow field and (iii) some “variable constants” which have been determined empiric
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Die Form des Wissens im Konzernin, and acceleration to these “random” type forces do not have simple time histories either. Typical data for either the time behavior of a force or the response to that force at a point on an ocean structure might look like the trace shown in Fig. 9.1, where, for generality, the ordinate is designa
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Russell J. Dalton,Kai Hildebrandt tall offshore structure fixed to the ocean floor is assumed to vibrate in its first mode only when subjected to random wave forces. In the second case, a uniform, horizontal cross beam on a fixed ocean structure is assumed to vibrate in all modes under random forces. In each case, the statistical v
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Russell J. Dalton,Kai Hildebrandt-varying loads which causes the body to oscillate at frequencies in the region in which most of the surface gravity waves appear. In general, these loads have the most influence on roll, pitch and heave motions or alternatively those which have hydrostatic restoring forces (or moments). There is als
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