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
21#
發(fā)表于 2025-3-25 06:45:52 | 只看該作者
22#
發(fā)表于 2025-3-25 08:18:31 | 只看該作者
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.
23#
發(fā)表于 2025-3-25 14:24:54 | 只看該作者
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.
24#
發(fā)表于 2025-3-25 19:40:02 | 只看該作者
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
25#
發(fā)表于 2025-3-25 20:16:01 | 只看該作者
26#
發(fā)表于 2025-3-26 03:30:28 | 只看該作者
27#
發(fā)表于 2025-3-26 07:57:55 | 只看該作者
28#
發(fā)表于 2025-3-26 12:10:13 | 只看該作者
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
29#
發(fā)表于 2025-3-26 13:16:39 | 只看該作者
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
30#
發(fā)表于 2025-3-26 17:25:33 | 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 19:02
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
四子王旗| 西城区| 舞钢市| 密山市| 旺苍县| 中方县| 宜章县| 青川县| 屏山县| 衡阳县| 陇西县| 福鼎市| 乐山市| 同心县| 闽侯县| 大宁县| 长治市| 红河县| 古蔺县| 田东县| 盘锦市| 小金县| 鄄城县| 华亭县| 新邵县| 洛南县| 全椒县| 珠海市| 襄樊市| 桃园县| 鸡西市| 佳木斯市| 巧家县| 松阳县| 武城县| 枝江市| 海丰县| 巴中市| 晋宁县| 陆良县| 永泰县|