找回密碼
 To register

QQ登錄

只需一步,快速開始

掃一掃,訪問微社區(qū)

打印 上一主題 下一主題

Titlebook: Environmental Vibrations and Transportation Geodynamics; Xuecheng Bian,Yunmin Chen,Xiaowei Ye Book 2018 Springer Nature Singapore Pte. Ltd

[復(fù)制鏈接]
樓主: 相持不下
41#
發(fā)表于 2025-3-28 18:31:21 | 只看該作者
Book 2018ways and bridges; and application of geosynthetics in transportation infrastructure. It is a .valuable resource for government managers, scientific researchers, and engineering professionals engaged in the field of geotechnical and transportation engineering..
42#
發(fā)表于 2025-3-28 22:19:41 | 只看該作者
43#
發(fā)表于 2025-3-29 02:53:00 | 只看該作者
44#
發(fā)表于 2025-3-29 03:10:43 | 只看該作者
45#
發(fā)表于 2025-3-29 08:05:10 | 只看該作者
Out-of-Plane Parametric Resonance of Arches Under an In-Plane Central Harmonic Load,lity of shallow circular arches under an in-plane central concentrated harmonic load owing to parametric resonance. The effects of central concentrated weight and the amplitude of the periodic load on the out-of-plane dynamic instability of arches are also investigated. It is found that as the weigh
46#
發(fā)表于 2025-3-29 12:01:57 | 只看該作者
47#
發(fā)表于 2025-3-29 17:57:14 | 只看該作者
Vibration Impact of Freight Train on the Tunnel Base Rock Mass,In this paper, based on the Huojialiang Tunnel on Shen-Shuo Railway Line, a dynamic-finite-element model including the rail, the tunnel structure and the rock mass was established to analysis the vibration influence on the tunnel base rock mass. The simulated 25t axle-load freight train load was app
48#
發(fā)表于 2025-3-29 23:13:40 | 只看該作者
Establishment of Finite Element Model for Wide Steel Box-Girder Bridge by Modal Test,. In this paper, a sophisticated finite element model is presented for the wide steel box-girder bridge, modal tests in various stages of construction are carried out based on the field ambient vibration, stochastic subspace identification and peak picking of the average normalized power spectral de
49#
發(fā)表于 2025-3-30 00:01:09 | 只看該作者
Study on the Vibration of Geosynthetic Reinforced Cushion in Pile Supported Embankment,. The cushion is considered as an elastic sheet on viscoelastic foundation. The high-speed train load is assumed as a dynamic load made up of a stationary load and three sinusoidal loads. An analytical solution of the vibration response of cushion due to high-speed train load is obtained. Numerical
50#
發(fā)表于 2025-3-30 04:20:18 | 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| 派博傳思國際 ( 京公網(wǎng)安備110108008328) GMT+8, 2025-10-14 06:30
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
山阴县| 苏尼特左旗| 曲靖市| 中西区| 平南县| 陇西县| 弋阳县| 沈丘县| 九台市| 潼南县| 阿拉善左旗| 兴安县| 朝阳县| 安阳市| 新竹县| 襄汾县| 南靖县| 吉隆县| 九龙坡区| 都匀市| 翁牛特旗| 清流县| 上犹县| 饶平县| 调兵山市| 比如县| 赞皇县| 建昌县| 青龙| 宜君县| 论坛| 琼中| 深州市| 密山市| 南康市| 白城市| 张家港市| 新野县| 东安县| 清流县| 清徐县|