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Titlebook: Earthquakes and Structures; Select Proceedings o T. G. Sitharam,Sreevalsa Kolathayar,Ravi Jakka Conference proceedings 2022 The Editor(s) (

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41#
發(fā)表于 2025-3-28 15:41:05 | 只看該作者
Non-linear Analysis of Base-Isolated Building Having Optimized Number of Base Isolators, this approach, the total number of base isolators to be used in the building have been gradually decreased to optimize the cost. The base isolators have been redesigned for each case, and linear and non-linear performances have been checked to ensure that the performance of the building has not been compromised.
42#
發(fā)表于 2025-3-28 21:39:34 | 只看該作者
Conference proceedings 2022action, dynamic analysis, underground structures, vibration isolation, seismic response of buildings etc. A strong emphasis is placed on connecting academic research and field practice, with many examples, case studies, and best practices. This volume will be of interest to researchers and practicing engineers alike.
43#
發(fā)表于 2025-3-29 00:03:08 | 只看該作者
44#
發(fā)表于 2025-3-29 07:08:37 | 只看該作者
45#
發(fā)表于 2025-3-29 10:17:00 | 只看該作者
Parametric Studies on Overturning Moment Ratio of Buildings with Shallow Foundation for Tsunami Loags in the city of Miyako have failed by overturning during past 2011 Gear East Japan Tsunami. During Tsunami, exceedance of the instantaneous overturning moment due to buoyancy force and hydrodynamic force above the resisting moment due to self-weight of the building has been found to cause the over
46#
發(fā)表于 2025-3-29 13:07:53 | 只看該作者
47#
發(fā)表于 2025-3-29 16:55:17 | 只看該作者
Lateral Capacity of Skirted Footing Resting on Level Ground,y. Strip footings are subjected to lateral forces induced by earthquake movements, wind loads. The lateral forces acting on the footings may be predominant in certain structures such as waterfront structure, earth retaining structure and transmitting power towers. There has been a lack of informatio
48#
發(fā)表于 2025-3-29 20:35:36 | 只看該作者
A Case Study of Las Palmas Tailings Dam Failure, number as well as height to accommodate more storage capacity. Failure of these structures is dangerous with respect to toxic exposure, landslides, liquefaction, etc. In this study, the possible failure mechanisms of the Las Palmas tailings dam, which failed following the 2010 Maule, Chile earthqua
49#
發(fā)表于 2025-3-30 02:22:24 | 只看該作者
50#
發(fā)表于 2025-3-30 05:09:19 | 只看該作者
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