找回密码
 To register

QQ登录

只需一步,快速开始

扫一扫,访问微社区

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

[复制链接]
楼主: patch-test
发表于 2025-3-23 12:25:43 | 显示全部楼层
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
发表于 2025-3-23 15:02:29 | 显示全部楼层
发表于 2025-3-23 21:30:36 | 显示全部楼层
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
发表于 2025-3-24 01:37:12 | 显示全部楼层
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
发表于 2025-3-24 02:42:24 | 显示全部楼层
发表于 2025-3-24 06:36:20 | 显示全部楼层
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.
发表于 2025-3-24 13:06:03 | 显示全部楼层
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.
发表于 2025-3-24 15:58:17 | 显示全部楼层
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.
发表于 2025-3-24 22:12:06 | 显示全部楼层
发表于 2025-3-25 02:10:18 | 显示全部楼层
 关于派博传思  派博传思旗下网站  友情链接
派博传思介绍 公司地理位置 论文服务流程 影响因子官网 SITEMAP 大讲堂 北京大学 Oxford Uni. Harvard Uni.
发展历史沿革 期刊点评 投稿经验总结 SCIENCEGARD IMPACTFACTOR 派博系数 清华大学 Yale Uni. Stanford Uni.
|Archiver|手机版|小黑屋| 派博传思国际 ( 京公网安备110108008328) GMT+8, 2025-5-22 08:34
Copyright © 2001-2015 派博传思   京公网安备110108008328 版权所有 All rights reserved
快速回复 返回顶部 返回列表