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: Local Site Effects and Ground Failures; Select Proceedings o T. G. Sitharam,Ravi Jakka,L. Govindaraju Conference proceedings 2021 The Edito

[复制链接]
楼主: 字里行间
发表于 2025-3-26 22:24:00 | 显示全部楼层
Synthetic Ground Motion Simulation for Varanasi City,s) and old buildings. Being a sacred city, it is not well planned and structured, due to lack of adherence to earthquake-resistant building design philosophies and techniques. Consequently, even a smaller magnitude of an earthquake can cause a considerable loss. The city is also near to Faizabad rid
发表于 2025-3-27 04:54:38 | 显示全部楼层
Dynamic Study of Existing Structure Influenced by Adjacent Deep Excavation,cavation made adjacent to structure, the soil below the footings gets disturbed due to the lateral escape/displacement of soil and subsidence of soil, and hence a decrease in the bearing capacity of the soil around it. It is therefore required to assess the impact of construction on the nearby exist
发表于 2025-3-27 08:00:04 | 显示全部楼层
发表于 2025-3-27 12:47:23 | 显示全部楼层
A Study on Characteristics of Soil Profile of Guwahati City Against Different Ground Motions: 1D Nobari area and Assam Engineering College (AEC) area of Guwahati city. The analysis is done with the help of 23 boreholes using Indo-Burma earthquake, 1997 recorded at Nongpoh station and Indo-Burma earthquake, 1988 recorded at Nongstoin station with duration 52.94 s. These two input motions are furth
发表于 2025-3-27 15:02:13 | 显示全部楼层
,One-Dimensional Ground Response Analysis to Arrive at Surface Peak Ground Acceleration—A Case Studyn earthquake excitation. In this study one-dimensional equivalent linear (EL) and nonlinear (NL) GRA was carried out for five boreholes located in Golaghat district of Assam, India. This region falls under highly seismic zone ‘V’. The soil borehole log obtained from standard penetration test (SPT) c
发表于 2025-3-27 19:05:53 | 显示全部楼层
发表于 2025-3-28 00:44:51 | 显示全部楼层
发表于 2025-3-28 05:21:25 | 显示全部楼层
发表于 2025-3-28 07:30:05 | 显示全部楼层
Seismic Response of Low Height Embankment over Soft Foundation Clay,of embankment on soft foundation soil under unavoidable circumstances. In addition to the stability under static loading, seismic excitation very often plays a major role in the stability of such an embankment. So, to study the behaviour of such embankment under seismic loading becomes very importan
发表于 2025-3-28 12:41:09 | 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, 2025-6-23 15:34
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