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This study is focused on the effect of vibration induced by moving trains in tunnels on the surrounding ground and structures. A three-dimensional finite element model is established for a one-track railway tunnel and an adjacent twelve-storey building frame by using commercial software Midas GTS-NX (2019) and Midas Gen. This study considered the moving load effect of a complete train, which varies with space as well as with time. The effect of factors such as train speed, overburden pressure on the tunnel and variation in soil properties are studied in the time domain. As a result, the variations in horizontal and vertical acceleration for two different sites, i.e., the free ground surface (without structure) and the area containing the structure, are compared. Also, the displacement pattern of the raft foundation is plotted for different train velocities. At lower speeds, the heaving phenomenon is negligible, but as the speed increases, both the heaving and differential settlement increase in the foundation. This study demonstrates that the effect of moving train vibrations should be considered in the design of new nearby structures and proper ground improvement should be considered for existing structures.

VScan Air is a handheld battery-operated general-purpose diagnostic ultrasound imaging system for use by qualified and trained veterinary professionals.

Midas GTS-NX (2019), Geotechnical and Tunnel Analysis System Reference Manual for Modelling, Integrated Design and Analysis, Midas Corporation, Korea.

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Lin KC, Hung HH, Yang JP and Yang YB (2016), “Seismic Analysis of Underground Tunnels by the 2.5D Finite/Infinite Element Approach,” Soil Dynamics and Earthquake Engineering, 85: 31–43.

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UA-58. Page 2. CHAPTER 9 THE STATE OF MARINE LIVING RESOURCES (V. Shlyakhov & G. Daskalov). 294. CHAPTER 9 THE STATE OF MARINE LIVING RESOURCES (V ... UA-58.

Real T, Zamorano C, Ribes F and Real JI (2015), “Train-Induced Vibration Prediction in Tunnels Using 2D and 3D FEM Models in Time Domain,” Tunneling and Underground Space Technology, 49: 376–383.

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Srivastav, S., Chawla, S. & Mishra, S. Numerical analysis of moving train induced vibrations on tunnel, surrounding ground and structure. Earthq. Eng. Eng. Vib. 23, 179–192 (2024). https://doi.org/10.1007/s11803-024-2223-2

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Yang YB, Liu SJ, Li QM and Ge PB (2019), “Stress Waves in Half-Space Due to Moving Train Loads by 2.5D Finite/Infinite Element Approach”, Soil Dynamics and Earthquake Engineering, 125: 105714.

Шипованная зимняя шина Bridgestone Ice Cruiser 7000 (Бриджстоунт Айс Крузер 7000) - топовая модель шипованной резины сезона 2012 года. Она пришла на смену популярной у автолюбителей покрышке Ice Cruiser 5000. У модели 7000 модернизирована конструкция шипа - новый шип разработан и производится в Германии. Материал - алюминий, что облегчает вес шины и соответственно снижает расход топлива. Кромка шипа содержит множество граней, что позволяет шине буквально "вгрызаться" в лед. Ice Cruiser 7000 ошиповывается таким образом, что шина оставляет 16 дорожек (по сравнению с 12 дорожками у модели 5000).

Vadillo EG, Herreros J and Walker JG (1996), “Subjective Reaction to Structurally Radiated Sound from Underground Railways: Field Results,” Journal of Sound and Vibration, 193(1): 65–74.

Yang YB, Liang X, Hung HH and Wu Y (2017), “Comparative Study of 2D and 2.5D Responses of Long Underground Tunnels to Moving Train Loads,” Soil Dynamics and Earthquake Engineering, 97: 86–100.

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Zou C, Wang Y, Moore J and Sanayei M (2016), “Train-Induced Field Vibration Measurements of Ground and Over-Track Buildings,” Science of the Total Environment, 575: 1339–1351.

Lin SY, Hung HH, Yang JP and Yang YB (2017), “Seismic Analysis of Twin Tunnels by a Finite/Infinite Element Approach,” International Journal of Geomechanics, 17(9): 04017060.

WELCH ALLYN 4800-60, 4900-60. Stand is Used in Excellent conditions. WEIGHT N/A. COLOR WHITE. CABLE MATERIAL N/A. LENGHT N/A.

Hood RA, Greer RJ, Breslin M and Williams PR (1996), “The Calculation and Assessment of Ground-Borne Noise and Perceptible Vibration from Trains in Tunnels,” Journal of Sound and Vibration, 193(1): 215–225.

Di HG, Guo HJ, Zhou SH, Wang BL, He C and Zhang XH (2022), “An Analytical Model for Evaluating the Dynamic Response of a Tunnel Embedded in Layered Foundation Soil with Different Saturations,” Earthquake Engineering and Engineering Vibration, 21(3): 663–681. https://doi.org/10.1007/s11803-022-2120-5

Yang YB, Hung HH and Hsu LC (2007), “Ground Vibrations Due to Underground Trains Considering Soil-Tunnel Interaction,” Interaction & Multiscale Mechanics: An International Journal, 1(1): 157–175.

Degrande G, Schevenels M, Chatterjee P, Van de Velde W, Hölscher P, Hopman V and Dadkah N (2006), “Vibrations Due to a Test Train at Variable Speeds in a Deep Bored Tunnel Embedded in London Clay,” Journal of Sound and Vibration, 293(3–5): 626–644.

15 Jul 2022 — It's the first auto parts store opened by PartSource in the province. Between 40-60 people will work out of the location once it's fully ...

Wang HF, Lou ML, Chen X and Zhai YM (2013), “Structure-Soil-Structure Interaction Between Underground Structure and Ground Structure,” Soil Dynamics and Earthquake Engineering, 54: 31–38.

Nejati HR, Ahmadi M and Hashemolhosseini H (2012), “Numerical Analysis of Ground Surface Vibration Induced by Underground Train Movement,” Tunneling and Underground Space Technology, 29: 1–9.

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We Advin Health Care Manufacture Bugbee Electrode With International Quality Standards. بوجبي القطب المسالك البولية, Urologie des électrodes ...

Hatzigeorgiou GD and Beskos DE (2010), “Soil-Structure Interaction Effects on Seismic Inelastic Analysis of 3-D Tunnels,” Soil Dynamics and Earthquake Engineering, 30(9): 851–861.

Zhang YT, Jiang LZ, Zhou WB, Liu SH, Feng YL, Liu X and Lai ZP (2022), “Dynamic Response Analysis of a Multiple-beam Structure Subjected to a Moving Load,” Earthquake Engineering and Engineering Vibration, 21(3): 769–784. https://doi.org/10.1007/s11803-022-2106-3

FTA (Federal Transit Administration) (2006), Transit Noise and Vibration Impact Assessment>, Department of Transportation, USA

Yang WB, Qian ZH, Tu JL, Zhou ZY, Yan QX, Fang Y and He C (2022), “Centrifuge Modelling of Ground-Borne Vibrations Induced by Railway Traffic in Underground Tunnels,” Earthquake Engineering and Engineering Vibration, 21(2): 517–528.

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Feizi D, Marnani JA, Alielahi H and Panji M (2022), “Seismic Ground Amplification Induced by Box-Shaped Tunnels,” Earthquake Engineering and Engineering Vibration, 21(3): 697–714. https://doi.org/10.1007/s11803-022-2119-y

Fibre Metal E-2 Hard Hats feature a thermoplastic shell design and advanced protective features against impacts, making them a top choice for ...