找回密碼
 To register

QQ登錄

只需一步,快速開(kāi)始

掃一掃,訪問(wèn)微社區(qū)

打印 上一主題 下一主題

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

[復(fù)制鏈接]
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
 關(guān)于派博傳思  派博傳思旗下網(wǎng)站  友情鏈接
派博傳思介紹 公司地理位置 論文服務(wù)流程 影響因子官網(wǎng) 吾愛(ài)論文網(wǎng) 大講堂 北京大學(xué) Oxford Uni. Harvard Uni.
發(fā)展歷史沿革 期刊點(diǎn)評(píng) 投稿經(jīng)驗(yàn)總結(jié) SCIENCEGARD IMPACTFACTOR 派博系數(shù) 清華大學(xué) Yale Uni. Stanford Uni.
QQ|Archiver|手機(jī)版|小黑屋| 派博傳思國(guó)際 ( 京公網(wǎng)安備110108008328) GMT+8, 2025-10-26 22:33
Copyright © 2001-2015 派博傳思   京公網(wǎng)安備110108008328 版權(quán)所有 All rights reserved
快速回復(fù) 返回頂部 返回列表
乌拉特前旗| 咸丰县| 中卫市| 阿瓦提县| 永泰县| 会东县| 荃湾区| 吉木乃县| 如皋市| 克拉玛依市| 合江县| 赣州市| 碌曲县| 永泰县| 洛川县| 德庆县| 普洱| 黔南| 阜平县| 塘沽区| 彰化市| 宿松县| 双城市| 新绛县| 安泽县| 基隆市| 华坪县| 资溪县| 张北县| 织金县| 连城县| 英吉沙县| 乐昌市| 女性| 玉屏| 卢湾区| 德庆县| 墨竹工卡县| 高密市| 中方县| 南木林县|