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Titlebook: Computational Methods in Earthquake Engineering; Volume 2 Manolis Papadrakakis,Michalis Fragiadakis,Vagelis Book 2013 Springer Science+Bus

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書(shū)目名稱Computational Methods in Earthquake Engineering
副標(biāo)題Volume 2
編輯Manolis Papadrakakis,Michalis Fragiadakis,Vagelis
視頻videohttp://file.papertrans.cn/233/232758/232758.mp4
概述State-of-the-art methods and concepts in Earthquake Engineering.Combination of computing methods and their applications in seismic design and analysis methods.Contributions by experts in the field.Inc
叢書(shū)名稱Computational Methods in Applied Sciences
圖書(shū)封面Titlebook: Computational Methods in Earthquake Engineering; Volume 2 Manolis Papadrakakis,Michalis Fragiadakis,Vagelis Book 2013 Springer Science+Bus
描述.This book provides an insight on advanced methods and concepts for the design and analysis of structures against earthquake loading. This second volume is a collection of 28 chapters written by leading experts in the field of structural analysis and earthquake engineering. Emphasis is given on current state-of-the-art methods and concepts in computing methods and their application in engineering practice. The book content is suitable for both practicing engineers and academics, covering a wide variety of topics in an effort to assist the timely dissemination of research findings for the mitigation of seismic risk. Due to the devastating socioeconomic consequences of seismic events, the topic is of great scientific interest and is expected to be of valuable help to scientists and engineers. The chapters of this volume are extended versions of selected papers presented at the COMPDYN 2011 conference, held in the island of Corfu, Greece, under the auspices of the European Community on Computational Methods in Applied Sciences (ECCOMAS)..
出版日期Book 2013
關(guān)鍵詞Computational methods; ECCOMAS; Earthquake engineering; Performance based Design; Seismic Design; Structu
版次1
doihttps://doi.org/10.1007/978-94-007-6573-3
isbn_softcover978-94-007-9712-3
isbn_ebook978-94-007-6573-3Series ISSN 1871-3033 Series E-ISSN 2543-0203
issn_series 1871-3033
copyrightSpringer Science+Business Media Dordrecht 2013
The information of publication is updating

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https://doi.org/10.1007/978-94-007-6573-3Computational methods; ECCOMAS; Earthquake engineering; Performance based Design; Seismic Design; Structu
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https://doi.org/10.1007/BFb0028945r investigation comprises of a continuously inhomogeneous layer over a homogeneous one of higher stiffness. The excitation is specified at the bottom of the base layer in the form of vertically propagating harmonic S waves. Shear wave propagation velocity in the inhomogeneous layer is described by a
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Leopold Mathelitsch,Willibald Plessas in earthquake engineering practice because of the good compromise between accuracy and computational cost. This chapter presents a three-dimensional inelastic beam-column element of this type with significant capabilities for the description of the global and local response of frames under monotoni
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https://doi.org/10.1007/BFb0028945mple measures. The non-structural elements may be attached to both elastic and ductile load-bearing frame structures. The methodology is based on modified modal superposition of floor response spectra for SDOF oscillators on SDOF supporting structures. Dynamic interaction between the substructures i
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Shun Weng,Hongping Zhu,Yong Xiainear static methods. It is demonstrated that the nonlinear static procedure (NSP) has much value in understanding important behavior characteristics that are not being explored in a nonlinear response history analysis (NRHA) in which engineers usually focus on a “blind” demand/capacity assessment r
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