《High-rise buildings under multi-hazard environment》是2016年科學出版社出版的圖書。
基本介紹
- 外文名：High-rise buildings under multi-hazard environment
- 作者：Mingfeng Huang
- 出版時間：2016年8月1日
- 出版社：科學出版社
- ISBN：9787030491237
- 開本：16 開
- 裝幀：精裝
內容簡介,圖書目錄,
內容簡介
This book discusses performance-based seismic and wind-resistant design for high-rise building structures， with a particular focus on establishing an integrated approach for performance-based wind engineering， which is currently less advanced than seismic engineering. This book also provides a state-of-the-art review of numerous methodologies，including computational fluid dynamics (CFD)， extreme value analysis，structural optimization， vibration control， pushover analysis， response spectrum analysis， modal parameter identification for the assessment of the wind-resistant and seismic performance of tall buildings in the design stage and actual tall buildings in use. Several new structural optimization methods，including the augmented optimality criteria method， have been developed and employed in the context of performance-based design. This book is a valuable resource for students， researchers and engineers in the field of civil and structural engineering.
圖書目錄
1 Introduction
1．1 Background
1．2 Major Challenges of the Research
1．3 Monograph Organization
References
2 Overview on Performance-Based Engineering Under Multihazard Environments
2．1 Performance-Based Engineering and Design
2．1．1 Performance-Based Seismic Design (PBSD)
2．1．2 Performance-Based Wind-Resistant Design (PBWD)
2．1．3 Prediction of Typhoon and Its Risk by Simulation
2．1．4 Uncertainty Modeling in Wind Engineering
2．2 Dynamic Response Analysis of High-Rise Buildings
2．2．1 Analysis Method in Time Domain
2．2．2 Analysis Method in Frequency Domain
2．3 StrucLural Design Optinuzation
2．3．1 Classical Optimization Method
2．3．2 Formulations for Structural Optimization
2．3．3 Dynamic Response Optimization
2．4 Reliability-Based Design Optimization
2．4．1 Roliability Analysis Method
2．4．2 Reliabiliry Index Opcimization Approach
2．4．3 Performance Measure Optimization Approach
2．5 Summary
References
3 A Hybrid RANS and Kinematic Simulation of Wind Load Effects on Full-Scale Tall Buildings
3．1 Introduction
3．2 RANS Simulation of Mean Flow Field
3．3 Kinematic Simulation of Fluctuating Velocity Field and Poisson Equation
3．3．1 Energy Density of Anisotropic Turbulence Near the Ground
3．3．2 Energy Density of Anisotropic Turbulence Near the Ground
3．3．3 Pressure Fluctuations Associated with Simulated Velocity Fields
3．4 Case Study
3．4．1 Wind Tunnel-Based Pressure Measurements
3．4．2 Numerical Simulation
3．5 Results and Discussion
3．5．1 RANS Simulation
3．5．2 Kinematic Simulation
3．5．3 Results of Pressure Fluctuations
3．6 Conclusions
References
4 Peak Distributions and Peak Factors of Wind-Induced Pressure Processes on Tall Buildings
4．1 Introduction
4．2 Peak Factors for Non-Gaussian Processes
4．2．1 Hermit．e Moment-Based Method
4．2．2 Revised Hermite Model (RHM)
4．2．3 Generalized Peak Factor Considering Bandwidth Parameter
4．2．4 Skewness-Dependent Peak Factor
4．3 Peak Distribut．ion Models
4．4 Asymptotic Extreme Value Distribution and Fractile Levels
4．5 Translated-Peak-Process Method
4．5．1 Determination of Statistica．l Parameters of Weibull Distribution
4．5．2 Procedure of Translated-Peak-Process (TPP) Method
4．6 Comparison of Different Approaches Using the CAARC Building
4．6．1 Wind Tunnel-Based Pressure Measurements
4．6．2 Non-Gaussian Properties of Wind Pressure
4．6．3 Peak Factor Results and Discussions
4．7 Summary
References
5 Time-Domain Dynamic Drift Optimization of Tall Buildings Subject to Stochastic Excitation
6 Integrated Structural Optimization and Vibration Control for Improving Dynamic Performance of Tall Buildings
7 Performance-Based Design Optimization of Wind-Excited Tall Buildings
8 Dynamic Identification and Performance Assessment on a Full-Scale Tall Building
9 Multihazard Performance Assessments of a High Rise Building in Hong Kong
