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

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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
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