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 2025-3-25 06:45:52 | 显示全部楼层
发表于 2025-3-25 08:18:31 | 显示全部楼层
Non-Western Traditions: Leisure in Indiaer shot at an offset distance of 5 m from the trigger geophone. Results indicate that the average shear wave velocity (.) of the uppermost 30 m depth of soil strata is within the range of 273–615 m/s.
发表于 2025-3-25 14:24:54 | 显示全部楼层
Dynamic Characterisation of Soil Profiles in Southern Calicut Region in Kerala State,er shot at an offset distance of 5 m from the trigger geophone. Results indicate that the average shear wave velocity (.) of the uppermost 30 m depth of soil strata is within the range of 273–615 m/s.
发表于 2025-3-25 19:40:02 | 显示全部楼层
Smoothed and Normalized Design Spectrum for Indian Rock Sites,rently available version is IS 1893 (2016). The seismic zonation map of India is based on past earthquake intensities and not on systematic futuristic seismic hazard estimation accounting for probable location and size of earthquakes. The different natural period of structural design requires respec
发表于 2025-3-25 20:16:01 | 显示全部楼层
发表于 2025-3-26 03:30:28 | 显示全部楼层
发表于 2025-3-26 07:57:55 | 显示全部楼层
发表于 2025-3-26 12:10:13 | 显示全部楼层
Assessment of Reliquefaction Behavior of Solani Sand Specimen Using 1-g Shaking Table Experiments,d in both the incremental and decremental patterns and results are compared. The experimental results demonstrated that the preshaking effect and shaking pattern are critical in influencing the reliquefaction potential of sand deposits. The analysis of the pore pressure results indicates that the te
发表于 2025-3-26 13:16:39 | 显示全部楼层
Behaviour of Batter Piles Under Machine Induced Vibrations,th increasing force level. When the force level is increased, the maximum peak displacements in the X and Z directions increase by 11 and 4 times in the case of B0 and B20 piles, respectively. However, the peak displacement increases by 4–5 times in the Y direction with an increase in force level. T
发表于 2025-3-26 17:25:33 | 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 08:36
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