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Titlebook: Vibration of Buildings to Wind and Earthquake Loads; T. Balendra Book 1993 Springer-Verlag London Limited 1993 computational method.dynami

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書目名稱Vibration of Buildings to Wind and Earthquake Loads
編輯T. Balendra
視頻videohttp://file.papertrans.cn/983/982764/982764.mp4
圖書封面Titlebook: Vibration of Buildings to Wind and Earthquake Loads;  T. Balendra Book 1993 Springer-Verlag London Limited 1993 computational method.dynami
描述Recent advances in the development of high strength materials, coupled with more advanced computational methods and design procedures, have led to a new generation of tall and slender buildings. These structures are very sensitive to the most common dynamic loads; wind and earthquakes. The primary requirement for a successful design is to provide safety while taking into account serviceability requirements. This book provides a well-balanced and broad coverage of the information needed for the design of structural systems for wind- and earthquake-resistant buildings. It covers topics such as the basic concepts in structural dynamics and structural systems, the assessment of wind and earthquake loads acting on the system, the evaluation of the system response to such dynamic loads and the design for extreme loading. The text is generously illustrated and supported by numerical examples and will be of great interest to practising engineers and researchers in structural, civil and design engineering and also to architects. The author has drawn on his experience as a teacher, researcher and consultant.
出版日期Book 1993
關(guān)鍵詞computational method; dynamics; earthquake; structural dynamics; torsion; vibration; wind
版次1
doihttps://doi.org/10.1007/978-1-4471-2055-1
isbn_softcover978-1-4471-2057-5
isbn_ebook978-1-4471-2055-1
copyrightSpringer-Verlag London Limited 1993
The information of publication is updating

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T. Balendra BSc(Eng), PhD, CEngtion is a Markov regenerative process and develop a method for computing the transient (time dependent) behavior. We also provide a steady state solution method using Markov regenerative process theory and show that it is consistent with the method of Ajmone Marsan and Chiola.
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Wind Tunnel Studies of Buildings,g on it. In such situations, more accurate estimates of wind effects on the buildings are obtained through model tests in a boundary-layer wind tunnel, where the boundary layer is simulated by means of the ‘roughness, barrier and mixing device’ recommended by Cook [4.1]. A typical arrangement of the hardware in a wind tunnel is shown in Fig. 4.1.
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