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    Nonlinear Seismic Analysis of Reinforced Concrete Bridges Using the Force Analogy Method 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 010
    Author(s): Gang; Li; Yu; Zhang; Hong-Nan; Li
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a three-dimensional nonlinear dynamic analysis framework for RC bridges is established based on the force analogy method (FAM). Two biaxial local plastic mechanisms, rotation hinge (RH) and slide hinge (SH), ...
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    Simulation of Dynamic Liquid Pressure for Tuned Liquid Damper 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 012
    Author(s): Hong-Nan Li; Ying Jia; Jing Lu
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the Navier-Stokes equation of fluid, which is incompressible, viscous, changeful, and free surface, is solved by the method of volume of fluid to obtain the dynamic liquid pressure in a rectangular container. ...
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    Seismic Damage Analysis of Reinforced Concrete Frame Using the Force Analogy Method 

    Source: Journal of Engineering Mechanics:;2013:;Volume ( 139 ):;issue: 012
    Author(s): Gang; Li; Yu; Zhang; Hong-Nan; Li
    Publisher: American Society of Civil Engineers
    Abstract: To meet the requirements of performance-based earthquake engineering, the influence of damage should be considered when conducting a structural performance assessment. In recent years, significant effort has gone toward ...
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    Interactive Multiobjective Optimization for Life-Cycle Analysis in Seismic Design of Bridges 

    Source: Journal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Hong-Nan Li; Yu-Jing Li
    Publisher: American Society of Civil Engineers
    Abstract: To estimate life-cycle cost and future seismic capacity, the life-cycle analysis in seismic design of bridges is formulated as an interactive multiobjective decision-making and optimization problem. Specifically, preference ...
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    Damage Detection of Tension Pendulums in Cable-Stayed Bridges Using Structural Frequency Variance 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001:;page 04020126
    Author(s): Guang-Ming Wu; Ting-Hua Yi; Dong-Hui Yang; Hong-Nan Li
    Publisher: ASCE
    Abstract: Structural health monitoring represents an efficient way to diagnose the condition of cable-stayed bridges. Most studies assessing the condition of cable-stayed bridges and detecting damage to them have been developed to ...
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    Anomaly Identification of Structural Health Monitoring Data Using Dynamic Independent Component Analysis 

    Source: Journal of Computing in Civil Engineering:;2020:;Volume ( 034 ):;issue: 005
    Author(s): Hai-Bin Huang; Ting-Hua Yi; Hong-Nan Li
    Publisher: ASCE
    Abstract: Independent component analysis (ICA) has the potential to identify anomalies in structural health monitoring (SHM) data due to its non-Gaussian data-processing ability. In order to additionally take into account the dynamic ...
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    Novel Criterion for Evaluation of Stationarity in Nonlinear Structural Dynamics 

    Source: Journal of Aerospace Engineering:;2020:;Volume ( 033 ):;issue: 004
    Author(s): Hao Zhang; Dong-Sheng Li; Hong-Nan Li
    Publisher: ASCE
    Abstract: The evaluation of stationarity, such as the widely used steady-state response assessment in stepped-sine testing, is a critical issue in structural dynamics. Stepped-sine excitation is a crucial testing method for nonlinear ...
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    Development of Hysteretic Model with Dynamic Effect and Deterioration for Seismic-Performance Analysis of Reinforced Concrete Structures 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Hong-Nan Li; Rou-Han Li; Chao Li; De-Bin Wang
    Publisher: ASCE
    Abstract: In this paper, an innovative approach is developed to consider the impacts of dynamic effect and deterioration on the seismic performance analysis of reinforced concrete (RC) frame structures. Firstly, based on the dynamic ...
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    On-Site Measured Gust Response Factors of Transmission Towers Based on SHM System 

    Source: Journal of Aerospace Engineering:;2021:;Volume ( 034 ):;issue: 001:;page 04020104
    Author(s): Xing Fu; Wen-Long Du; Hong-Nan Li; Liang Ren
    Publisher: ASCE
    Abstract: Many transmission towers have collapsed during typhoon events, and the design wind loads in most current standards consider only the turbulence characteristics of monsoons. The gust response factor (GRF) is a parameter ...
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    Implementation of Rayleigh Damping for Local Nonlinear Dynamic Analysis Based on a Matrix Perturbation Approach 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 009:;page 04021130-1
    Author(s): Ding-Hao Yu; Gang Li; Hong-Nan Li
    Publisher: ASCE
    Abstract: Nonlinear analyses of structures under dynamic excitation are becoming increasingly important in structural design and performance evaluation, but large computational effort is the main factor that limits their application. ...
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