High-rise buildings under multi-hazard environment : assessment and design for optimal performance /: assessment and design for optimal performance. (2016)

• Record Type: Book
• Further Information: Note: Mingfeng Huang.
• Authors: Huang, Mingfeng
• Contents: Acknowledgements; Contents; Nomenclature; List of Figures; List of Tables; Abstract; 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 Domain2.2.2 Analysis Method in Frequency Domain; 2.3 Structural Design Optimization; 2.3.1 Classical Optimization Method; 2.3.2 Formulations for Structural Optimization; 2.3.2.1 Mathematical Programming Approach; 2.3.2.2 Optimality Criteria Approach; 2.3.3 Dynamic Response Optimization; 2.3.3.1 Optimization of Structures Under Transient Loads; 2.3.3.2 Seismic Structural Optimization; 2.3.3.3 Wind-Resistant Structural Optimization; 2.4 Reliability-Based Design Optimization; 2.4.1 Reliability Analysis Method; 2.4.1.1 Time-Invariant Reliability. 2.4.1.2 Time-Variant Reliability2.4.1.3 Simulation Method; 2.4.2 Reliability Index Optimization 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 Fields3.4 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 Hermite 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 Factor4.3 Peak Distribution Models; 4.4 Asymptotic Extreme Value Distribution and Fractile Levels; 4.5 Translated-Peak-Process Method; 4.5.1 Determination of Statistical 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.
• Publisher Details: Singapore : Springer Nature
• Publication Date: 2016
• Extent: 1 online resource
• Subjects: 720.483; Tall buildings -- Aerodynamics; ARCHITECTURE -- Adaptive Reuse & Renovation; ARCHITECTURE -- Buildings -- Landmarks & Monuments; ARCHITECTURE -- Professional Practice; ARCHITECTURE -- Reference; Tall buildings -- Aerodynamics; Electronic books
• Languages: English
• ISBNs: 9789811017445; 9811017441; 9811017433; 9789811017438; 9787030491237; 7030491238
• Related ISBNs: 9789811017438
• Notes: Note: Vendor-supplied metadata.
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.