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Titlebook: Earthquake Engineering and Disaster Mitigation; Contributions in the Ravi S. Jakka,Yogendra Singh,Bal Krishna Maheshwar Book 2023 Indian So

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樓主: patch-test
11#
發(fā)表于 2025-3-23 12:25:43 | 只看該作者
Influence of Vertical Seismic Coefficient in Seismic Analysis of Hydro-Tunnel in Rock,ential for hydropower, and the hydropower sector has produced the most tunnels. Hydro projects have some of the country‘s longest tunnels. In the Himalayan areas, almost 75% of the full potential for hydropower production is concentrated. Himachal Pradesh has the most projects with a total tunnel le
12#
發(fā)表于 2025-3-23 15:02:29 | 只看該作者
13#
發(fā)表于 2025-3-23 21:30:36 | 只看該作者
Seismic Performance of a Masonry Infilled Reinforced Concrete Frame Building Designed as per Indiany infills are widely known to interact with the surrounding frames and change the dynamic characteristics and seismic performance of the frame buildings. However, the current Indian design codes do not adequately cover the design of frame buildings with masonry infills. As a result, the designers co
14#
發(fā)表于 2025-3-24 01:37:12 | 只看該作者
2366-259X ides an in-depth understanding of various earthquake-relatedThis book has been brought out in remembrance?of Prof. DK Paul who has contributed immensely to the domain of Earthquake Engineering and Earthquake Disaster Mitigation. Prof. Paul was a leading authority in this field and has made significa
15#
發(fā)表于 2025-3-24 02:42:24 | 只看該作者
16#
發(fā)表于 2025-3-24 06:36:20 | 只看該作者
Ion exchange preconcentration procedures,to the 2001 Bhuj Earthquake motion. Results demonstrate that the maximum bending moment occurred at the interface of the liquefiable and non-liquefiable layers. Seismic displacement and bending moment values in the sloping ground are more compared to level ground.
17#
發(fā)表于 2025-3-24 13:06:03 | 只看該作者
https://doi.org/10.1007/978-94-011-5907-4amplifies the lateral deflections and the storey drift of the superstructure in comparison with the fixed base. Building supported on a small piled raft shows a reduction in the response of the superstructure compared to a model building supported on a pile foundation.
18#
發(fā)表于 2025-3-24 15:58:17 | 只看該作者
Earthquake Induced Landslide Hazard Evaluation for Seismic Microzonation: A Case Study of the Garhw mapping seismically induced landslide hazard which is simple in its both conception and application. Thus, the present method can be easily adopted for seismic microzonation of upcoming urban centres in the Himalayan terrain.
19#
發(fā)表于 2025-3-24 22:12:06 | 只看該作者
20#
發(fā)表于 2025-3-25 02:10:18 | 只看該作者
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