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Titlebook: Dynamic Analysis of Non-Linear Structures by the Method of Statistical Quadratization; M. G. Donley,P. D. Spanos Book 1990 Springer-Verlag

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書(shū)目名稱Dynamic Analysis of Non-Linear Structures by the Method of Statistical Quadratization
編輯M. G. Donley,P. D. Spanos
視頻videohttp://file.papertrans.cn/284/283506/283506.mp4
叢書(shū)名稱Lecture Notes in Engineering
圖書(shū)封面Titlebook: Dynamic Analysis of Non-Linear Structures by the Method of Statistical Quadratization;  M. G. Donley,P. D. Spanos Book 1990 Springer-Verlag
描述1. 1 Introduction As offshore oil production moves into deeper water, compliant structural systems are becoming increasingly important. Examples of this type of structure are tension leg platfonns (TLP‘s), guyed tower platfonns, compliant tower platfonns, and floating production systems. The common feature of these systems, which distinguishes them from conventional jacket platfonns, is that dynamic amplification is minimized by designing the surge and sway natural frequencies to be lower than the predominant frequencies of the wave spectrum. Conventional jacket platfonns, on the other hand, are designed to have high stiffness so that the natural frequencies are higher than the wave frequencies. At deeper water depths, however, it becomes uneconomical to build a platfonn with high enough stiffness. Thus, the switch is made to the other side of the wave spectrum. The low natural frequency of a compliant platfonn is achieved by designing systems which inherently have low stiffness. Consequently, the maximum horizontal excursions of these systems can be quite large. The low natural frequency characteristic of compliant systems creates new analytical challenges for engineers. This is b
出版日期Book 1990
關(guān)鍵詞Fundament; Mann; calculus; linear optimization; linearity; model; offshore engineering; simulation; structur
版次1
doihttps://doi.org/10.1007/978-3-642-46715-8
isbn_softcover978-3-540-52743-5
isbn_ebook978-3-642-46715-8Series ISSN 0176-5035
issn_series 0176-5035
copyrightSpringer-Verlag Berlin, Heidelberg 1990
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Konfiguration der Strategischen Allianz ld a platform with high enough stiffness. Thus, the switch is made to the other side of the wave spectrum. The low natural frequency of a compliant platform is achieved by designing systems which inherently have low stiffness. Consequently, the maximum horizontal excursions of these systems can be quite large.
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Introduction,ld a platform with high enough stiffness. Thus, the switch is made to the other side of the wave spectrum. The low natural frequency of a compliant platform is achieved by designing systems which inherently have low stiffness. Consequently, the maximum horizontal excursions of these systems can be quite large.
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Equivalent Stochastic Quadratization for Single-Degree-of-Freedom Systems,lti-degree-of-freedom systems, nonstationary responses, and non-gaussian responses. Pertinent information can be found in Iwan and Yang(1972), Atalik and Utku(1976), Spanos(1980), Spanos(1981a), Beaman and Hedrick(1981). For a survey on linearization methods, see Spanos(1981b) and Roberts and Spanos(1989).
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