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Dynamic Visual Simulation for Concrete Dam Construction Process of the Xiangjiaba Hydro Station

Shen Mingliang,Chen Lihua,Chen Wei,Sheng Lemin,Su Junan

Strategic Study of CAE 2004, Volume 6, Issue 6, Pages 68-73

Abstract:

In view of simulation for concrete dam construction process of the Xiangjiaba Hydro Station, the paperequipment and the gantry cranes, belt conveyers as the supplementary equipment, has been adopted for Xiangjiaba

Keywords： Xiangjiaba Hydro Station construction simulation concrete construction comparison of drafts

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A Technical Review of Hydro-Project Development in China

Jinsheng Jia

Engineering 2016, Volume 2, Issue 3, Pages 302-312 doi: 10.1016/J.ENG.2016.03.008

Abstract:

This paper summarizes the development of hydro-projects in China, blended with an international perspectivecovers the theorization of uneven non-equilibrium sediment transport, inter-basin water diversion, giant hydro-generator

Keywords： Dam River harnessing Water diversion Pumped storage power station Underground cavern Ecological protection

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Investigation of the hydro-mechanical behaviour of compacted expansive clay

Yujun CUI, An Ninh TA, Anh Minh TANG, Yingfa LU,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 2, Pages 154-164 doi: 10.1007/s11709-010-0019-0

Abstract: The hydro-mechanical behaviour of compacted expansive Romainville clay was investigated.

Keywords： Romainville clay suction control oedometer test large infiltration task hydro-mechanical behaviour

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The “Tiangong” Chinese Space Station project

Yang HONG

Frontiers of Engineering Management 2018, Volume 5, Issue 2, Pages 278-283 doi: 10.15302/J-FEM-2018202

Keywords： manned space station space station project basic design

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Prediction of hydro-suction dredging depth using data-driven methods

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 3, Pages 652-664 doi: 10.1007/s11709-021-0719-7

Abstract: solubility optimization (HGSO) methods, and simple equations methods were applied to simulate the maximum hydro-suction

Keywords： sedimentation water resources dam engineering machine learning heuristic

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Uncertainty assessment in hydro-mechanical-coupled analysis of saturated porous medium applying fuzzy

Farhoud KALATEH, Farideh HOSSEINEJAD

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 2, Pages 387-410 doi: 10.1007/s11709-019-0601-z

Abstract: on dynamic response of porous media, and also to discrete the coupled dynamic equations known as - hydro-mechanical

Keywords： fuzzy finite element method saturated soil hydro-mechanical coupled equations coupled analysis uncertainty

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Design of damping valve for vehicle hydro pneumatic suspension

DONG Mingming, HUANG Hua, GU Lian

Frontiers of Mechanical Engineering 2008, Volume 3, Issue 1, Pages 97-100 doi: 10.1007/s11465-008-0014-5

Abstract: According to the design features of a hydro pneumatic spring, the necessity of a separate damping valveThe design method and damping valve structure are useful guides for hydro pneumatic suspension, especially

Keywords： ability pneumatic necessity flowrate equivalent linearization

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Hydro-pyrolysis of lignocellulosic biomass over alumina supported Platinum, Mo

Songbo He, Jeffrey Boom, Rolf van der Gaast, K. Seshan

Frontiers of Chemical Science and Engineering 2018, Volume 12, Issue 1, Pages 155-161 doi: 10.1007/s11705-017-1655-x

Abstract: In-line hydro-treatment of bio-oil vapor from fast pyrolysis of lignocellulosic biomass (hydro-pyrolysiscan be completely and partially hydrogenated to form hydrocarbons, an ideal fossil fuel blend, in the hydro-treatedhydrocarbon formation (ca. 60%), showing the feasibility of using the cheap non-noble catalysts for hydro-pyrolysis

Keywords： bio-oil pyrolysis hydro-deoxygenation (HDO) non-noble metal catalysts hydro-treatment

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Optimal dynamic emergency reserve activation using spinning, hydro and demand-side reserves

S. Surender REDDY,P. R. BIJWE,A. R. ABHYANKAR

Frontiers in Energy 2016, Volume 10, Issue 4, Pages 409-423 doi: 10.1007/s11708-016-0431-9

Abstract: It considers the reserves supplied by the conventional thermal generators (spinning reserves), hydro

Keywords： demand-side reserves dynamic reserve activation approach hydro power units post contingency sequential

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Comparison of shallow tunneling method with pile and rib method for construction of subway station in

Sina AMIRI; Ali Naghi DEHGHAN

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 6, Pages 704-717 doi: 10.1007/s11709-021-0746-4

Abstract: First, by selecting Station Z6 located in the Tehran Subway Line 6 as a case study, the constructionThe maximum ground settlement of 29.84 mm obtained from this method was related to the station axis,instrumentation data indicated the confirmation and accuracy of the excavation and construction process of Stationvalidated by instrumentation data, the value of the ground surface settlement was investigated during the stationSTM, it is possible to optimize some critical geometric parameters of the support system during the station

Keywords： shallow tunneling method pile and rib method ground surface settlement subway station construction

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Ertan Hydropower Station-The Largest Hydropower Station in China Built in this Century

黄新生

Strategic Study of CAE 1999, Volume 1, Issue 1, Pages 86-86

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Understanding the demand predictability of bike share systems: A station-level analysis

Frontiers of Engineering Management Pages 551-565 doi: 10.1007/s42524-023-0279-8

Abstract: Using Divvy bike-share one-year data from Chicago, USA, we measured demand entropy and quantified the station-levelLastly, we identified that key factors contributing to station-level entropy and predictability includeper capita income, spatial eccentricity, and the number of parking lots near the station.understanding of BSS demand prediction, which can help decision makers and system operators anticipate diverse station-level

Keywords： bike share systems demand prediction prediction errors machine learning entropy

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Seismic responses of subway station with different distributions of soft soil in Tianjin

Dejian YANG,Meiling DUAN

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 2, Pages 187-193 doi: 10.1007/s11709-014-0252-z

Abstract: In connection with the practical project of Kunming Road station of Tianjin subway Line 3, the paperfinite element model with visco-elastic boundary by using ANSYS and analyzed seismic responses of subway stationAnd obtain the response rules about displacement and internal force on subway station in the general

Keywords： distribution of soft soil soft soil in Tianjin seismic response ANSYS

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Technology improvements and management innovations in construction of Xiluodu hydropower station on Jinsha

Qixiang FAN

Frontiers of Engineering Management 2017, Volume 4, Issue 2, Pages 231-237 doi: 10.15302/J-FEM-2017103

Abstract: Hongtao ZHOU, Hongwei WANG, Wei ZENG. [J]. Front. Eng, 2018, 5(1): 78-87.Peter REDFERN, Hua ZHONG. [J]. Front. Eng, 2017, 4(2): 193-200.Ming-zhou Liu,Cong-hu Liu,Mao-gen Ge,Yuan Zhang,Qing-hua Zhu. [J]. Front. Eng, 2016, 3(2): 144-146.Chong-guang Feng,Hao Hu,Feng Xu,Jian Yang. [J]. Front. Eng, 2015, 2(2): 178-181.Yu Zhao,Sheng-quan Wang,Ke-chao Zhu. [J]. Front. Eng, 2015, 2(1): 35-38.Ru-gui Chen,Jia-meng Chen. [J]. Front. Eng, 2014, 1(1): 52-61.An Wang. [J]. Front. Eng, 2014, 1(1): 13-17.

Keywords： large-discharge and high-velocity spillway tunnels large scale underground powerhouse green hydropower station sustainable development Xiluodu hydropower station

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Design of a shaking table test box for a subway station structure in soft soil

YANG Linde, ZHENG Yonglai, ZHANG Dongliang, JI Qianqian, YANG Chao

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 2, Pages 194-197 doi: 10.1007/s11709-007-0022-2

Abstract: A model box has been designed for the shaking table test of a subway station structure in the soft soilThe reasonable geometric similarity scale of the subway station structure has been determined by a 3-The shape of the box is similar to that of a typical station structure, and the ratio between the planeThe results show that the model box can be used to simulate the dynamic response of a subway stationstructure very well, so it provides a firm foundation for the success of the shaking table test of a subway station

Keywords： geotechnical engineering numerical analysis weight dynamic analysis Shanghai