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    Static Analysis of Composite Beams Using Collocation Technique by Considering Linear and Nonlinear Partial Interactions 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Jian-Ping Lin
    Publisher: ASCE
    Abstract: This work presents a collocation method for study of the static behavior of composite beams with consideration of linear and nonlinear partial interactions. The collocation concept is first introduced; the internal global ...
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    Metamorphosing the SASW Method by 2D Wavefield Transformation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author(s): Chun-Hung Lin; Chih-Ping Lin
    Publisher: American Society of Civil Engineers
    Abstract: Dispersion analysis in surface wave testing is conventionally associated with a certain method of data acquisition, such as phase angle analysis in the two-station spectral analysis of surface wave (SASW) method and ...
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    Numerical Analysis of Interfacial Bond Behavior of Externally Bonded FRP-to-Concrete Joints 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Jian-Ping Lin; Yu-Fei Wu
    Publisher: American Society of Civil Engineers
    Abstract: Due to the complexity and difficulty involved, the interfacial bond-slip relationship of externally bonded (EB) fiber-reinforced polymer (FRP)-to-concrete joints has been investigated, mainly through experimental testing. ...
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    Particle Swarm Optimization–Based Finite-Element Analyses and Designs of Shear Connector Distributions for Partial-Interaction Composite Beams 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 004
    Author(s): Jian-Ping Lin; Guannan Wang; Rongqiao Xu
    Publisher: American Society of Civil Engineers
    Abstract: Particle swarm optimization–based finite-element (PSO-FE) method is introduced for the designs and analyses of the steel–concrete composite beams. After a brief explanation of the PSO-FE theory, the optimizations of shear ...
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    Variational Principles and Explicit Finite-Element Formulations for the Dynamic Analysis of Partial-Interaction Composite Beams 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Jian-Ping Lin; Guannan Wang; Rongqiao Xu
    Publisher: ASCE
    Abstract: In this paper, we conduct a systematic dynamic investigation of partial-interaction composite beams under various sophisticated loading conditions that have seldom been presented in the literature. For the purpose of easy ...
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    Decentralized Robust Control of Decomposed Uncertain Interconnected Systems 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1993:;volume( 115 ):;issue: 004:;page 592
    Author(s): Cheng-Fa Cheng; Wen-June Wang; Yu-Ping Lin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, a new design technique of decentralized robust controllers for a class of uncertain interconnected system is provided. The interconnection matrices and the uncertainties of the ...
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    Effects of Moisture on Pyrolysis of Polypropylene 

    Source: Journal of Environmental Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Chao-Hsiung Wu; Ching-Yuan Chang; Jyh-Ping Lin
    Publisher: American Society of Civil Engineers
    Abstract: The thermal degradation kinetics of polypropylene (PP) in steam was investigated with a thermal gravimetric analysis (TGA) reaction system. The experiments were carried out in the 500–800 K temperature range at various ...
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    Evaluation of the Residual Bearing Capacity of Prestressed Concrete T-Girder Bridges Based on Bending Stiffness Reduction 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 001:;page 04024107-1
    Author(s): Zhuyou Hu; Ping Lin; He Guo; Zhihai Xiang
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the use of the measured bending stiffness reduction of a prestressed concrete bridge to evaluate its residual bearing capacity (RBC). To create a clear correlation between bending stiffness and the RBC, ...
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    Cracking Performance in the Hogging-Moment Regions of Natural Curing Steel–UHPC and Steel–UHTCC Continuous Composite Beams 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 002:;page 04021106
    Author(s): Jian-ping Lin; Linquan Lin; Zhongxin Peng; Rongqiao Xu; Guannan Wang
    Publisher: ASCE
    Abstract: High-performance concretes without steam curing have great potential to improve crack resistance in the hogging-moment regions of continuous steel–concrete composite beams. This paper conducts experiments to investigate ...
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    Interfacial Behavior of Carbon FRP-to-Granite Joints with Mechanical Fastening 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 001:;page 04021066
    Author(s): Pengda Li; Yao Zhao; Yu-Fei Wu; Jian-Ping Lin
    Publisher: ASCE
    Abstract: Premature debonding is a major obstacle for the utilization of fiber-reinforced polymer (FRP)-reinforced stone structures due to the brittle characteristics of stone materials. The study of the interfacial behavior between ...
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