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Titlebook: Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering; A Tribute to the Res Gian Paolo Cimella

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发表于 2025-3-21 19:22:50 | 显示全部楼层 |阅读模式
书目名称Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering
副标题A Tribute to the Res
编辑Gian Paolo Cimellaro,Satish Nagarajaiah,Sashi K. K
视频video
概述High quality research advancements in different earthquake engineering topics.Worldwide reputation of the authors in their respective fields.The book covers four main topics of earthquake engineering.
丛书名称Geotechnical, Geological and Earthquake Engineering
图书封面Titlebook: Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering; A Tribute to the Res Gian Paolo Cimella
描述The book is a tribute to the research contribution of Professor Andrei Reinhorn in the field of earthquake engineering. It covers all the aspects connected to earthquake engineering starting from computational methods, hybrid testing and control, resilience and seismic protection which have been the main research topics in the field of earthquake engineering in the last 30 years. These were all investigated by Prof. Reinhorn throughout his career. The book provides the most recent advancements in these four different fields, including contributions coming from six different countries giving an international outlook to the topics.
出版日期Book 2015
关键词Computational Methods in Earthquake Engineering; Experimental Methods in Earthquake Engineering; Hybri
版次1
doihttps://doi.org/10.1007/978-3-319-06394-2
isbn_softcover978-3-319-35533-7
isbn_ebook978-3-319-06394-2Series ISSN 1573-6059 Series E-ISSN 1872-4671
issn_series 1573-6059
copyrightSpringer International Publishing Switzerland 2015
The information of publication is updating

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https://doi.org/10.1007/978-3-531-91583-8s stiffness degradation, strength deterioration and pinching or bond-slip effects. Solution modules for nonlinear static, monotonic, quasi-static cyclic and transient seismic loads were implemented. The final response quantities are expressed in terms of damage indices that provide engineers with a
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https://doi.org/10.1007/978-3-663-07324-6rmulation. Every element is described independently. The rigid body modes are removed by using a corotated coordinate system. Within the deformed shape, the element can undergo large rotations and large strains, which are evaluated respect to the corotated origin. The structural problem is solved in
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,Mißbrauch von Dopingmitteln und Diuretika, analyze these methods, showing advantages and limitations. Finally, a new method is proposed to evaluate economic resilience which is based on equilibrium growth models and compared with other approaches on a specific case study: the San Francisco Bay Area.
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H. Käferstein,M. Staak,G. Sticht The truss system of the supplemental damping took the majority of the inertial forces, realising the structure from these forces and reducing its overall response. For example, the mean reduction of the maximum interstory drifts and maximum story rotations were 46 % and 65 %, respectively. This sho
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