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Titlebook: Advances in Structural Engineering; Dynamics, Volume Two Vasant Matsagar Conference proceedings 2015 Springer India 2015 Bridge Engineering

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發(fā)表于 2025-3-21 17:12:57 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
期刊全稱Advances in Structural Engineering
期刊簡稱Dynamics, Volume Two
影響因子2023Vasant Matsagar
視頻videohttp://file.papertrans.cn/150/149885/149885.mp4
發(fā)行地址Presents latest advances in structural engineering.Encompasses multidisciplinary areas within structural engineering.Useful reference material for research scientists and professionals.Includes supple
圖書封面Titlebook: Advances in Structural Engineering; Dynamics, Volume Two Vasant Matsagar Conference proceedings 2015 Springer India 2015 Bridge Engineering
影響因子The book presents research papers presented by academicians, researchers, and practicing structural engineers from India and abroad in the recently held Structural Engineering Convention (SEC) 2014 at Indian Institute of Technology Delhi during 22 – 24 December 2014. The book is divided into three volumes and encompasses multidisciplinary areas within structural engineering, such as earthquake engineering and structural dynamics, structural mechanics, finite element methods, structural vibration control, advanced cementitious and composite materials, bridge engineering, and soil-structure interaction. Advances in Structural Engineering is a useful reference material for structural engineering fraternity including undergraduate and postgraduate students, academicians, researchers and practicing engineers.
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C. Th. Ehlers,N. Hollberg,A. Proppendo-Burmese subduction zone (very near to Imphal) is presented based on finite-fault seismological model combined with equivalent linear site response analyses. For all 10 sample earthquake events, mean and standard deviation of surface level spectral acceleration ground accelerationat peak ground a
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https://doi.org/10.1007/978-3-642-85965-6discussed. A review of studies on the seismic behaviour of buildings resting on sloping ground has been presented. It is observed that the seismic behaviour of buildings on sloping ground differ from other buildings. The various floors of such buildings step backs towards hill slope and at the same
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,Informationsflu? und Datenbank,ete failure. In this paper, passive and semi-active supplemental deviceshave been studied to mitigate seismic response and vibration control of piping system used in the process industries, fossil and fissile fuel power plant. A study is conducted on the performance of passive and semi-active supple
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Aufbau eines Informationssystems,ssipation capacity and the absence of compressive buckling behaviour of bracesin make the BRBFs a preferred alternative over the conventional concentrically braced frames. Most of the past studies focussed on the performance of BRBFs under the far-field earthquakes and concluded that BRBFs may suffe
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