High-rise buildings under multi-hazard environment : assessment and design for optimal performance

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...

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Bibliographic Details
Main Author: Huang, Mingfeng, (Author)
Format: eBook
Language: English
Published: Singapore : Springer Nature, 2016.
Subjects:
Tall buildings > Aerodynamics.
Tall buildings > Design and construction.
Wind resistant design.
elektronické knihy
electronic books
ISBN: 9789811017445
9787030491237
9789811017438
Physical Description: 1 online resource (xxvii, 232 pages)

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Table of contents

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100 1 |a Huang, Mingfeng,  |e author. 
245 1 0 |a High-rise buildings under multi-hazard environment :  |b assessment and design for optimal performance /  |c Mingfeng Huang. 
264 1 |a Singapore :  |b Springer Nature,  |c 2016. 
264 4 |c ©2017 
300 |a 1 online resource (xxvii, 232 pages) 
336 |a text  |b txt  |2 rdacontent 
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505 0 |a 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. 
505 8 |a 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. 
505 8 |a 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. 
505 8 |a 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. 
505 8 |a 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. 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
520 3 |a 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. 
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