標(biāo)題: Titlebook: Environmental Vibrations and Transportation Geodynamics; Xuecheng Bian,Yunmin Chen,Xiaowei Ye Book 2018 Springer Nature Singapore Pte. Ltd [打印本頁] 作者: 相持不下 時(shí)間: 2025-3-21 16:53
書目名稱Environmental Vibrations and Transportation Geodynamics影響因子(影響力)
書目名稱Environmental Vibrations and Transportation Geodynamics影響因子(影響力)學(xué)科排名
書目名稱Environmental Vibrations and Transportation Geodynamics網(wǎng)絡(luò)公開度
書目名稱Environmental Vibrations and Transportation Geodynamics網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Environmental Vibrations and Transportation Geodynamics被引頻次
書目名稱Environmental Vibrations and Transportation Geodynamics被引頻次學(xué)科排名
書目名稱Environmental Vibrations and Transportation Geodynamics年度引用
書目名稱Environmental Vibrations and Transportation Geodynamics年度引用學(xué)科排名
書目名稱Environmental Vibrations and Transportation Geodynamics讀者反饋
書目名稱Environmental Vibrations and Transportation Geodynamics讀者反饋學(xué)科排名
作者: 樣式 時(shí)間: 2025-3-21 20:22
https://doi.org/10.1007/978-981-10-4508-0Computer Science; Informatics; Conference Proceedings; Research; Applications; Environmental vibration; Tr作者: dyspareunia 時(shí)間: 2025-3-22 01:33 作者: evaculate 時(shí)間: 2025-3-22 06:01 作者: 無禮回復(fù) 時(shí)間: 2025-3-22 12:37 作者: MENT 時(shí)間: 2025-3-22 14:22 作者: MENT 時(shí)間: 2025-3-22 17:56
https://doi.org/10.1007/978-3-030-81014-6lement approaches, considering the effects of train speed, rail roughness and floating slab. Specific account is taken of the wheel-rail interaction forces. The following are the major findings of the numerical studies: (1) For all the cases studied, the soil response predicted by the 2D approach is作者: Pulmonary-Veins 時(shí)間: 2025-3-22 21:13
Conditional Measures Of Efficiencylity 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作者: 我要威脅 時(shí)間: 2025-3-23 04:23
https://doi.org/10.1007/978-3-642-19504-4Soil is idealized as a fully saturated poroelastic medium obeying Biot’s theory. A modified hysteretic damping model is introduced to describe the visco-elastic behavior of the soil. Using the Fourier transform and the inverse Fourier transform, the integral form solutions for dynamic response of a 作者: 譏諷 時(shí)間: 2025-3-23 08:52 作者: 沒花的是打擾 時(shí)間: 2025-3-23 12:20 作者: BARK 時(shí)間: 2025-3-23 15:59 作者: 貧窮地活 時(shí)間: 2025-3-23 22:05 作者: 密切關(guān)系 時(shí)間: 2025-3-23 22:23 作者: FRET 時(shí)間: 2025-3-24 03:47 作者: 索賠 時(shí)間: 2025-3-24 08:01
https://doi.org/10.1007/978-3-030-71225-9xperiments, dynamic responses, soil-micropile interaction and dynamic p-y curves are investigated. Experimental results shows that natural frequency of soil-micropile system is 8.38?Hz, the maximal bending moment distribution is highly affected by excitation frequency as well as pile displacement di作者: Metamorphosis 時(shí)間: 2025-3-24 12:06
Advanced SharePoint Portal Server Solutions, admissible load (termed ‘shakedown limit’) against excessive rutting in flexible pavements. However, previous research is concerned with shakedown theorem under traffic loads without the influences of anisotropy. This paper has firstly proposed numerical analysis for anisotropic material under traf作者: Basilar-Artery 時(shí)間: 2025-3-24 15:13 作者: Oafishness 時(shí)間: 2025-3-24 20:27
Johan Lassing,Tony Ottosson,Erik Str?mife. Subway construction as a result can be an efficient means to solve this problem. However, vibration induced by subway’s operation can seriously affect the structure of subway tunnel and the environment around it. So, getting into a thorough research of the environmental vibration response becom作者: ERUPT 時(shí)間: 2025-3-25 01:34 作者: 胎兒 時(shí)間: 2025-3-25 04:13 作者: Estimable 時(shí)間: 2025-3-25 10:44 作者: OUTRE 時(shí)間: 2025-3-25 13:23 作者: 誰在削木頭 時(shí)間: 2025-3-25 16:58 作者: Cursory 時(shí)間: 2025-3-25 22:45
https://doi.org/10.1007/978-1-4419-8666-5ctures on high-speed railway under moving impulse pressures are investigated. The results indicate that the principal stress axes rotate in XY, XZ and YZ plane synchronously and continuously, the rotation in YZ plane predominate for embankment, embankment-bridge transition zone and tunnel. The rotat作者: 木質(zhì) 時(shí)間: 2025-3-26 01:30
Excess Carriers in Semiconductorsom the track centerline, but a vibration boom occurs at the distance of 12?m. The effect of both P and S waves cannot be neglected in the vicinity of the track, while R waves begin to dominant beyond the distance of 15?m. In addition, an important frequency in the acceleration spectrum of the ground作者: GRIPE 時(shí)間: 2025-3-26 06:03 作者: 離開真充足 時(shí)間: 2025-3-26 12:10 作者: Watemelon 時(shí)間: 2025-3-26 13:06 作者: Nuance 時(shí)間: 2025-3-26 20:47
Retrieving Similar Web-User Behaviorslast layer follows a double-peak pattern. This pressure distribution is compatible with the results of an experimental research in railway sleeper. Although the model still needs to be elaborated and calibrated further, this work adds to the understanding of the behavior of sleepers used in service.作者: 挫敗 時(shí)間: 2025-3-26 21:07
2D and 2.5D Responses of Long Underground Tunnels to Moving Train Loads: A Comparison Study,approach saves a huge amount of computation time, due to the use of relatively smaller system matrices. But the 2.5D approach is more realistic in that it can cope with wave transmission along the tunnel axis.作者: coagulation 時(shí)間: 2025-3-27 03:00
Spatial Rotations of Principal Stress Axes in Infrastructures on High-Speed Railway,ctures on high-speed railway under moving impulse pressures are investigated. The results indicate that the principal stress axes rotate in XY, XZ and YZ plane synchronously and continuously, the rotation in YZ plane predominate for embankment, embankment-bridge transition zone and tunnel. The rotat作者: 混亂生活 時(shí)間: 2025-3-27 07:41
Field Measurement and Analysis of Ground Vibration Induced by High-Speed Train,om the track centerline, but a vibration boom occurs at the distance of 12?m. The effect of both P and S waves cannot be neglected in the vicinity of the track, while R waves begin to dominant beyond the distance of 15?m. In addition, an important frequency in the acceleration spectrum of the ground作者: Abnormal 時(shí)間: 2025-3-27 11:40 作者: 轉(zhuǎn)換 時(shí)間: 2025-3-27 14:44
Dynamic Shakedown Analysis for Anisotropic Material Under Traffic Moving Loading,increases towards the Rayleigh wave speed of the pavement for isotropic half-space system. For cross-anisotropic half-space system, Poisson’s ratio only leads to negligible effect on shakedown limit. Furthermore, the shakedown limit rises with the increasing cohesion ratio ...., but it reaches maxim作者: 平庸的人或物 時(shí)間: 2025-3-27 20:54 作者: 本土 時(shí)間: 2025-3-28 01:34
Discrete Element Simulation Study of Contact Pressure Distribution Between Sleeper and Ballasts,last layer follows a double-peak pattern. This pressure distribution is compatible with the results of an experimental research in railway sleeper. Although the model still needs to be elaborated and calibrated further, this work adds to the understanding of the behavior of sleepers used in service.作者: 歌唱隊(duì) 時(shí)間: 2025-3-28 04:35
Strength and Deformation Behavior of Roadbed Aggregate by Large-Diameter Triaxial Test,作者: 勉勵(lì) 時(shí)間: 2025-3-28 07:52
Environmental Vibrations and Transportation Geodynamics作者: arrogant 時(shí)間: 2025-3-28 13:38
Environmental Vibrations and Transportation Geodynamics978-981-10-4508-0作者: Dri727 時(shí)間: 2025-3-28 18:31
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..作者: 無動(dòng)于衷 時(shí)間: 2025-3-28 22:19 作者: GEST 時(shí)間: 2025-3-29 02:53 作者: 使迷惑 時(shí)間: 2025-3-29 03:10 作者: 殘暴 時(shí)間: 2025-3-29 08:05
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作者: temperate 時(shí)間: 2025-3-29 12:01 作者: 披肩 時(shí)間: 2025-3-29 17:57
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作者: GLUT 時(shí)間: 2025-3-29 23:13
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作者: anesthesia 時(shí)間: 2025-3-30 00:01
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 作者: 疏遠(yuǎn)天際 時(shí)間: 2025-3-30 04:20 作者: antidepressant 時(shí)間: 2025-3-30 10:48 作者: 分開如此和諧 時(shí)間: 2025-3-30 12:52
Micro-analysis of Ballast Angularity Breakage and Evolution by Monotonic Triaxial Tests, accumulation. The degradation evolution and results have huge influence on potential recycling, reusable, and renewable design and operations. In the paper, the ballast angularity reduction under monotonic triaxial tests was studied, with different confining pressure including 10, 30 and 60?kPa. A 作者: 神秘 時(shí)間: 2025-3-30 17:12
Shaking Table Experiment on Soil-Micropile Interaction of Semi-integral Abutment Bridge,xperiments, dynamic responses, soil-micropile interaction and dynamic p-y curves are investigated. Experimental results shows that natural frequency of soil-micropile system is 8.38?Hz, the maximal bending moment distribution is highly affected by excitation frequency as well as pile displacement di作者: 高貴領(lǐng)導(dǎo) 時(shí)間: 2025-3-30 23:47 作者: callous 時(shí)間: 2025-3-31 04:54 作者: figure 時(shí)間: 2025-3-31 05:11
Field Test and Analysis on Subway Train Induced Vibration,ife. Subway construction as a result can be an efficient means to solve this problem. However, vibration induced by subway’s operation can seriously affect the structure of subway tunnel and the environment around it. So, getting into a thorough research of the environmental vibration response becom作者: 反叛者 時(shí)間: 2025-3-31 10:24 作者: 螢火蟲 時(shí)間: 2025-3-31 16:30 作者: atopic 時(shí)間: 2025-3-31 20:57 作者: sphincter 時(shí)間: 2025-4-1 01:18 作者: Hypopnea 時(shí)間: 2025-4-1 02:13
Vibration Impact of Freight Train on the Tunnel Base Rock Mass,lied on the sleepers. The results showed that the rock mass within 6.8?m away from tunnel invert was obviously influenced by the train vibration load. But to the rock mass just under the center of tunnel invert, the range of influence was expanded to 10?m. The rock mass out of the above range was less impacted by the freight train load.作者: 刪除 時(shí)間: 2025-4-1 09:19
Field Test and Analysis on Subway Train Induced Vibration,es an important issue. This paper introduces a field vibration test on Ningbo subway tunnel at different spots of track slab and tunnel lining, compares the vibrating performance at different spots. Then the propagating and damping properties of vibration are analyzed.作者: Munificent 時(shí)間: 2025-4-1 12:45
Establishment of Finite Element Model for Wide Steel Box-Girder Bridge by Modal Test, are carried out based on the field ambient vibration, stochastic subspace identification and peak picking of the average normalized power spectral densities are used to identify the bridge’s dynamic characteristics. Numerical simulation compared with the test result shows that the FEM established in this paper is quite accurate.
