000			04445cam a2200445Ii 4500
999			_c94503 _d94503
001			94503
003			ES-MaUEC
005			20230102112616.0
006			m o d
007			cr cnu|||unuuu
008			160816s2016 si o 000 0 eng d
020			_a7030491238
020			_a9787030491237
020			_a9789811017438
020			_a9789811017445 _q(electronic bk.)
020			_a9811017433
020			_a9811017441 _q(electronic bk.)
020			_z9789811017438
035			_a(OCoLC)956731148 _z(OCoLC)951526945 _z(OCoLC)951761954 _z(OCoLC)957386032 _z(OCoLC)957636569
040			_aN$T _cN$T _dEBLCP _dN$T _dBTCTA _dYDXCP _dYDX _dOCLCQ _dOCLCF _dYDX _dUAB _dIOG _dESU _dZ5A _dJBG _dIAD _dICW _dICN _dOTZ _dU3W _dES-MaUEC _bspa
050		4	_aNA6230 _b.H836 2016 EB
100	1		_aHuang, Mingfeng, _eautor
245	1	0	_aHigh-rise buildings under multi-hazard environment : _bassessment and design for optimal performance _cMingfeng Huang.
264		1	_aSingapore _bSpringer Nature _c2016.
300			_a1 recurso en línea
336			_aTexto _btxt _2rdacontent
337			_aelectrónico _bc _2rdamedia
338			_arecurso electrónico _bcr _2rdacarrier
500			_aSpringerLink
505	0		_aAcknowledgements; 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		_a2.2.1 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		_a2.4.1.2 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		_a3.3.3 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		_a4.2.4 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.
988			_aEBOOK, asignarmaterias, EBSPRINGER_2017A
650		7	_aRascacielos _2embne _0(OCoLC)fst01142304 _9139982
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=http://link.springer.com/10.1007/978-981-10-1744-5 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE
998			_b02/2018 _dz _e- _zSI