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    Predicting the Bounds of Vehicle-Induced Bridge Responses Using the Interval Analysis Method 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 009
    Author(s): Qiling Zou; Lu Deng; Chao Jiang
    Publisher: American Society of Civil Engineers
    Abstract: A method for predicting the bounds of vehicle-induced bridge responses with uncertain bridge and vehicle parameters is presented. The uncertainties in the parameters of the bridge and vehicle are represented with interval ...
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    Safety-Margin Design for Gravity-Type Anchorage of Suspension Bridges over 2,000 m Long Based on Target Reliability 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 003:;page 04024003-1
    Author(s): Wen Xiong; Chao Jiang; Tao Wang; Rengui Wang; Xiaoyi Zhou
    Publisher: ASCE
    Abstract: The traditional design method, with overall factors of safety, is still employed in Chinese specifications for gravity-type anchorages (GTAs) in suspension bridges. In this work, we investigated the safety-margin design ...
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    Wave Resonance in the Narrow Gap between Two Boxes under Irregular Wave Actions 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 010:;page 04024070-1
    Author(s): Dan-Dan Wei; Hao Liu; Sheng-Chao Jiang
    Publisher: American Society of Civil Engineers
    Abstract: Fluid resonance in the narrow gap formed by a two-box system under irregular wave actions is investigated by employing a viscous numerical wave flume based on the OpenFOAM package. The accuracy of the numerical model is ...
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    Experimental Studies on the Properties of Constructional Steel at Elevated Temperatures 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): Guo-Qiang Li; Shou-Chao Jiang; Ying-Zhi Yin; Kai Chen; Ming-Fei Li
    Publisher: American Society of Civil Engineers
    Abstract: The properties of steel at elevated temperatures are very important to the analysis of steel structures subjected to fire. This note reports on the results of the experimental studies on the high-temperature properties of ...
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    Corrosion Behavior of Coupled Steel Bars under Different Stress Levels in Simulated Concrete Pore Solutions 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 004:;page 04024016-1
    Author(s): Zhi-Hao Jin; Chao Jiang; Xiang-Lin Gu; Zheng Dong
    Publisher: ASCE
    Abstract: To study the corrosion behavior of coupled steel bars under applied stresses, experiments on the influence of applied tensile and compressive stresses on the corrosion of coupled steel bars in simulated concrete pore ...
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