High-Rise Building Under Multi-Hazard Environment

1 Introduction1．1 Background1．2 Major Challenges of the Research1．3 Monograph OrganizationReferences2 Overview on Performance-Based Engineering Under Multihazard Environments2．1 Performance-Based Engineering and Design2．1．1 Performance-Based Seismic Design (PBSD)2．1．2 Performance-Based Wind-Resistant Design (PBWD)2．1．3 Prediction of Typhoon and Its Risk by Simulation2．1．4 Uncertainty Modeling in Wind Engineering2．2 Dynamic Response Analysis of High-Rise Buildings2．2．1 Analysis Method in Time Domain2．2．2 Analysis Method in Frequency Domain2．3 StrucLural Design Optinuzation2．3．1 Classical Optimization Method2．3．2 Formulations for Structural Optimization2．3．3 Dynamic Response Optimization2．4 Reliability-Based Design Optimization2．4．1 Roliability Analysis Method2．4．2 Reliabiliry Index Opcimization Approach2．4．3 Performance Measure Optimization Approach2．5 SummaryReferences3 A Hybrid RANS and Kinematic Simulation of Wind Load Effects on Full-Scale Tall Buildings3．1 Introduction3．2 RANS Simulation of Mean Flow Field3．3 Kinematic Simulation of Fluctuating Velocity Field and Poisson Equation3．3．1 Energy Density of Anisotropic Turbulence Near the Ground3．3．2 Energy Density of Anisotropic Turbulence Near the Ground3．3．3 Pressure Fluctuations Associated with Simulated Velocity Fields3．4 Case Study3．4．1 Wind Tunnel-Based Pressure Measurements3．4．2 Numerical Simulation3．5 Results and Discussion3．5．1 RANS Simulation3．5．2 Kinematic Simulation3．5．3 Results of Pressure Fluctuations3．6 ConclusionsReferences4 Peak Distributions and Peak Factors of Wind-Induced Pressure Processes on Tall Buildings4．1 Introduction4．2 Peak Factors for Non-Gaussian Processes4．2．1 Hermit．e Moment-Based Method4．2．2 Revised Hermite Model (RHM)4．2．3 Generalized Peak Factor Considering Bandwidth Parameter4．2．4 Skewness-Dependent Peak Factor4．3 Peak Distribut．ion Models4．4 Asymptotic Extreme Value Distribution and Fractile Levels4．5 Translated-Peak-Process Method4．5．1 Determination of Statistica．l Parameters of Weibull Distribution4．5．2 Procedure of Translated-Peak-Process (TPP) Method4．6 Comparison of Different Approaches Using the CAARC Building4．6．1 Wind Tunnel-Based Pressure Measurements4．6．2 Non-Gaussian Properties of Wind Pressure4．6．3 Peak Factor Results and Discussions4．7 SummaryReferences5 Time-Domain Dynamic Drift Optimization of Tall Buildings Subject to Stochastic Excitation6 Integrated Structural Optimization and Vibration Control for Improving Dynamic Performance of Tall Buildings7 Performance-Based Design Optimization of Wind-Excited Tall Buildings8 Dynamic Identification and Performance Assessment on a Full-Scale Tall Building9 Multihazard Performance Assessments of a High Rise Building in Hong Kong