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Titlebook: Recent Advances in Structural Engineering, Volume 2; Select Proceedings o A. Rama Mohan Rao,K. Ramanjaneyulu Conference proceedings 2019 Sp

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發(fā)表于 2025-3-25 07:07:44 | 只看該作者
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發(fā)表于 2025-3-25 15:19:06 | 只看該作者
Predictive Models for Ground Motion Parameters Using Artificial Neural Networkdeveloped to predict peak ground acceleration (PGA), peak ground velocity (PGV), peak ground displacement (PGD), spectral acceleration at 0.2 and 1?s. The input parameters of the model are moment magnitude (.), closest distance to rupture plane (.), shear wave velocity in the region (.), and focal m
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發(fā)表于 2025-3-25 18:16:01 | 只看該作者
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發(fā)表于 2025-3-25 21:54:49 | 只看該作者
Real-time Hybrid Simulation Using an Electromagnetic Shakeradopted as the system whose response is emulated using hybrid simulation. The bottom storey is taken as the physical subsystem while the top storey is taken as the virtual subsystem. A control law is derived such that the mechanical impedance of the electromagnetic shaker matches to that of the virt
26#
發(fā)表于 2025-3-26 02:09:30 | 只看該作者
Dynamic Behavior of Freestanding Spent Fuel Trays-Stack Without Base Locator During Earthquake Eventconcern for safe storing and handling for further reprocessing of spent fuels. In the spent fuel water pool, spent fuel bundles are stacked in 25–30 trays and kept on floor without base locators or guide. Analytical procedures are not well developed to analyze the complex phenomena accounting slidin
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發(fā)表于 2025-3-26 04:34:23 | 只看該作者
28#
發(fā)表于 2025-3-26 11:42:43 | 只看該作者
A Comparative Study of the Seismic Provisions of Indian Seismic Code IS 1893-2002 and Draft Indian Can Seismic Code IS 1893 (part 1): 2016 [.] to address the differences in their philosophies and applicability. Significant differences are observed in these documents for specifying different parameters such as empirical formulas for calculating time period, building importance factor, response redu
29#
發(fā)表于 2025-3-26 13:38:55 | 只看該作者
30#
發(fā)表于 2025-3-26 18:10:23 | 只看該作者
Estimation of Peak Factors for Tall Buildings Subjected to Wind-Induced Pressures on three translation-based Hermite methods, basic Hermite Model (HM), Revised Hermite Model (RHM), and Modified Hermite Model (MHM), with parameters evaluated from Yang (MHM-Yang). The evaluated peak factors have been compared with observed values from the data and other Hermite-based models of pea
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