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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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51#
發(fā)表于 2025-3-30 09:57:44 | 只看該作者
52#
發(fā)表于 2025-3-30 15:49:19 | 只看該作者
Innovative Computing Environment for Fast and Accurate Prediction of Approximate IDA Curves,application enables quadrilinear idealization of the pushover curve, including strength degradation. Structural collapse capacity can therefore also be estimated. Very good agreement between the computed and the approximated IDA curves was observed if the error is measured in terms of peak ground or
53#
發(fā)表于 2025-3-30 18:04:54 | 只看該作者
54#
發(fā)表于 2025-3-30 20:47:41 | 只看該作者
Collapse Fragility Curves of RC Frames with Varying Design Parameters,sis of Eurocodes is of primal importance. The Bouc-Wen model, as implemented in “Plastique” code, with parameters established based on existing experimental data, is considered implementing the IDA procedure. Through this modeling, a?series of plane frames of different number of spans and stories de
55#
發(fā)表于 2025-3-31 01:16:12 | 只看該作者
Seismic Risk Assessment of Italian School Buildings,ng a methodology that implements an analysis in successive steps with an increasing level of detail. Only the buildings with seismic risk higher than a given threshold go through to the following phase, so that the number of buildings analysed decreases at each phase. The implemented procedure follo
56#
發(fā)表于 2025-3-31 07:36:03 | 只看該作者
Nonlinear Dynamic Response of MDOF Cable Nets Estimated by Equivalent SDOF Models,y resonances can be found in the literature. The transformation of the MDOF cable net to the SDOF one is obtained by similarity relations. The comparison between the two models by means of the steady-state amplitude of the central node demonstrates that the behaviour of the SDOF model describes sati
57#
發(fā)表于 2025-3-31 12:31:03 | 只看該作者
58#
發(fā)表于 2025-3-31 16:20:19 | 只看該作者
59#
發(fā)表于 2025-3-31 20:34:16 | 只看該作者
60#
發(fā)表于 2025-4-1 00:49:46 | 只看該作者
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