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    Flow Updating in Real-Time Flood Forecasting Based on Runoff Correction by a Dynamic System Response Curve 

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 004
    Author(s): Bao Weimin; Si Wei; Qu Simin
    Publisher: American Society of Civil Engineers
    Abstract: In order to improve the accuracy of real-time flood forecasting, a new accurate and efficient real-time flood forecasting error correction method based on a dynamic system response curve (DSRC) is developed. The dynamic ...
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    Euler–Bernoulli Pile Element for Nonlinear Buckling Analysis of Single Piles in Slope 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021170-1
    Author(s): Weihang Ouyang; Si-Wei Liu; Jianhong Wan; Yi Yang
    Publisher: ASCE
    Abstract: Piles are sometimes unavoidably embedded in slopes for supporting buildings on hills. In contrast to a pile on a horizontal ground, a pile in slope is acted on by additional sliding force from the slope, impairing its ...
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    Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 002:;page 04023226-1
    Author(s): Liang Chen; Hao-Yi Zhang; Si-Wei Liu; Ronald D. Ziemian
    Publisher: ASCE
    Abstract: When designing steel members with nonsymmetric cross sections, it is essential to consider twisting effects when performing stability checks via second-order analysis according to the ANSI/AISC 360-22. Existing line-element ...
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    Composite Unit-Based Evaluation of the Creep Effects of Continuous Prestressed Concrete Box Girders 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 003
    Author(s): Yuan Ming; Hong Si-wei; Yan Dong-huang
    Publisher: American Society of Civil Engineers
    Abstract: To evaluate the influence of concrete creep effect on spatial stress in concrete, the formulas for recursive calculation of equivalent nodal loads of concrete creep of PC composite unit under multi-axial stress was considered. ...
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    Some Aspects of Recent Research on the Qinghai-Xizang Plateau Meteorology 

    Source: Bulletin of the American Meteorological Society:;1981:;volume( 062 ):;issue: 001:;page 31
    Author(s): Gao, You-xi; Tang, Mao-cang; Luo, Si-wei; Shen, Zhi-bao; Li, Ci
    Publisher: American Meteorological Society
    Abstract: The Qinghai-Xizang (Tibet) Plateau has a profound influence on atmospheric circulation patterns on all time and space scales. This report constitutes a short summary of work being performed at the Lanzhou Institute of ...
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    Analysis of Compressive Characteristics of Asphalt Mixture under Freeze-Thaw Cycles in Cold Plateau Regions 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 004
    Author(s): Si Wei; Ma Biao; Wang Hai-nian; Li Ning; Hu Jian
    Publisher: American Society of Civil Engineers
    Abstract: Low average temperature, large temperature difference, and continual freeze-thaw (F-T) cycles are the typical climatic characteristics of cold plateau regions. F-T cycles and the asphalt-aggregate ratio of an asphalt mixture ...
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    Second-Order Direct Analysis of Domelike Structures Consisting of Tapered Members with I-Sections 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Si-Wei Liu; Rui Bai; Siu-Lai Chan; Yao-Peng Liu
    Publisher: American Society of Civil Engineers
    Abstract: A new and advanced beam-column element, namely the curved tapered-three-hinges (TTH) beam-column element, is proposed in this paper. The present element can perform large deformation analysis and explicitly simulate the ...
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    Second-Order Direct Analysis of Domelike Structures Consisting of Tapered Members with I-Sections 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Si-Wei Liu; Rui Bai; Siu-Lai Chan; Yao-Peng Liu
    Publisher: American Society of Civil Engineers
    Abstract: A new and advanced beam-column element, namely the curved tapered-three-hinges (TTH) beam-column element, is proposed in this paper. The present element can perform large deformation analysis and explicitly simulate the ...
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    Efficient Beam–Column Finite-Element Method for Stability Design of Slender Single Pile in Soft Ground Mediums 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 001
    Author(s): Si-Wei Liu; Jian-Hong Wan; Cui-Ying Zhou; Zhen Liu; Xu Yang
    Publisher: ASCE
    Abstract: Slender single piles are extensively used but susceptible to buckling when embedded in soft ground mediums. Owing to the complexity of soil properties, the soil-structure interaction (SSI) response is sometimes very ...
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    Three-Dimensional Analysis of Nonlinear Pile–Soil Interaction Responses Using 3D Pile Element Model 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 008:;page 04021129-1
    Author(s): Xue-You Li; Jian-Hong Wan; Hai-Peng Zhao; Si-Wei Liu
    Publisher: ASCE
    Abstract: Due to the complicated geological conditions and complex loads, the pile–soil interaction is a three-dimensional (3D) and highly nonlinear problem. Conventional numerical models have deficiencies to model the nonlinear ...
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