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    The Principle of Asymptotic Proportionality 

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 001:;page 225
    Author(s): H. C. M. Chan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The Principle of Asymptotic Proportionality, which is based on the Green’s function method for equilibrium problems, is proposed. Using this principle, the induced far-field variable due to any ...
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    Optimization of Pile Groups Using Hybrid Genetic Algorithms 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): C. M. Chan; L. M. Zhang; Jenny T. Ng
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an automated optimal design method using a hybrid genetic algorithm for pile group foundation design. The design process is a sizing and topology optimization for pile foundations. The objective is to ...
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    Multiobjective Optimization for Performance-Based Design of Reinforced Concrete Frames 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author(s): X. K. Zou; C. M. Chan; G. Li; Q. Wang
    Publisher: American Society of Civil Engineers
    Abstract: In order to meet the emerging trend of performance-based design of structural systems, attempts have been made to develop a multiobjective optimization technique that incorporates the performance-based seismic design ...
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    Stiffness Optimization for Wind-Induced Dynamic Serviceability Design of Tall Buildings 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 008
    Author(s): C. M. Chan; M. F. Huang; K. C. S. Kwok
    Publisher: American Society of Civil Engineers
    Abstract: Contemporary tall buildings with increasing height and slenderness are highly sensitive to the actions of wind. The structural design of modern tall buildings is generally governed by the need to provide adequate strength ...
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    Hermite Extreme Value Estimation of Non-Gaussian Wind Load Process on a Long-Span Roof Structure 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author(s): M. F. Huang; Wenjuan Lou; Xiaotao Pan; C. M. Chan; Q. S. Li
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a combined study of wind tunnel experiment and numerical simulation of the wind-induced pressures on the long-span roof of the Hangzhou East Railway Station Building. Wind tunnel tests were performed on a
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    Cross Correlations of Modal Responses of Tall Buildings in Wind-Induced Lateral-Torsional Motion 

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 008
    Author(s): M. F. Huang; C. M. Chan; K. C. Kwok; P. A. Hitchcock
    Publisher: American Society of Civil Engineers
    Abstract: Recent trends towards developing increasingly taller and irregularly-shaped buildings imply that these complex structures are potentially more responsive to wind excitation. Making accurate predictions of wind loads and ...
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    Fast Door-Opening Method for Quick Release of Rock Boulder or Debris in Large-Scale Physical Model 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    Author(s): Dao-Yuan Tan; Jian-Hua Yin; Zhuo-Hui Zhu; Jie-Qiong Qin; H. C. M. Chan
    Publisher: ASCE
    Abstract: Study on the mitigation of debris flows and rockfalls is a very challenging topic due to complex moving and impacting mechanisms. A large-scale physical model is preferred by researchers in the study of debris flow and ...
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