Overview on Performance-Based Engineering Under Multihazard Environments
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[1] E. Vanmarcke. On the Distribution of the First-Passage Time for Normal Stationary Random Processes , 1975 .
[2] A. G. Daveport. The application of the boundary layer wind tunnel to the prediction of wind loading , 1967 .
[3] Theodore Stathopoulos,et al. Computational wind engineering: Past achievements and future challenges , 1997 .
[4] Alexander Coull,et al. Tall Building Structures: Analysis and Design , 1991 .
[5] R. Ibrahim,et al. Stochastic Response of Nonlinear Dynamic Systems Based on a Non-Gaussian Closure , 1985 .
[6] G. I. Schuëller,et al. On the treatment of uncertainties in structural mechanics and analysis , 2007 .
[7] Archibald N. Sherbourne,et al. Automatic Optimal Design of Tall Steel Building Frameworks , 1995 .
[8] J. Żurański,et al. Directional analysis of extreme wind speeds in Poland , 1996 .
[9] Dan M. Frangopol,et al. Structural Optimization Using Reliability Concepts , 1985 .
[10] T. Datta,et al. Stochastic response of articulated leg platform in probability domain , 2008 .
[11] Gyung-Jin Park,et al. Structural optimization under equivalent static loads transformed from dynamic loads based on displacement , 2001 .
[12] Mukund Srinivasan,et al. Performance based design extreme wind loads on a tall building , 2001 .
[13] Luís Sousa,et al. Optimal cross-section and configuration design of elastic-plastic structures subject to dynamic cyclic loading , 1997 .
[14] I. V. D. Hoven. POWER SPECTRUM OF HORIZONTAL WIND SPEED IN THE FREQUENCY RANGE FROM 0.0007 TO 900 CYCLES PER HOUR , 1957 .
[15] Chris P. Pantelides,et al. Performance‐based design using structural optimization , 2000 .
[16] M. T. Chay,et al. Thunderstorms - their importance in Wind Engineering (A case for the next generation wind tunnel) , 2001 .
[17] Hector A. Jensen,et al. Structural optimization of linear dynamical systems under stochastic excitation: a moving reliability database approach , 2005 .
[18] Jasbir S. Arora,et al. A hybrid formulation for treatment of point-wise state variable constraints in dynamic response optimization , 1985 .
[19] J. Arora,et al. Optimum design of systems for dynamics and controls using sequentialquadratic programming , 1988 .
[20] Gyung-Jin Park,et al. Structural optimization using equivalent static loads at all time intervals , 2002 .
[21] M. A. Bhatti. Dual Criteria Approach for Optimal Design of Earthquake-Resistant Structural Systems , 1981 .
[22] V. B. Venkayya,et al. Optimization of Structures Based on the Study of Energy Distribution , 1968 .
[23] K. Breitung. Asymptotic approximations for multinormal integrals , 1984 .
[24] Shuzo Murakami. Setting the scene: CFD and symposium overview , 2002 .
[25] M. Patriksson,et al. Stochastic structural topology optimization: discretization and penalty function approach , 2003 .
[26] K. Ooyama,et al. Numerical Simulation of the Life Cycle of Tropical Cyclones , 1969 .
[27] J. Holmes,et al. Probability distributions of extreme pressure coefficients , 2003 .
[28] Kyung K. Choi,et al. Structural sensitivity analysis and optimization , 2005 .
[29] A. Klarbring,et al. Optimization of Structures in Unilateral Contact , 1999 .
[30] 李昭祥,et al. EXACT SOLUTIONS FOR STATIONARY RESPONSES OF SEVERAL CLASSES OF NONLINEAR SYSTEMS TO PARAMETRIC AND/OR EXTERNAL WHITE NOISE EXCITATIONS , 1990 .
[31] Kyung K. Choi,et al. A NEW STUDY ON RELIABILITY-BASED DESIGN OPTIMIZATION , 1999 .
[32] Yu-Kweng Michael Lin,et al. Probabilistic Structural Dynamics: Advanced Theory and Applications , 1967 .
[33] L. Tvedt. Distribution of quadratic forms in normal space-application to structural reliability , 1990 .
[34] Costas Papadimitriou,et al. Response cumulants of nonlinear systems subject to external and multiplicative excitations , 1996 .
[35] C. Allin Cornell,et al. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .
[36] Chris Letchford,et al. A deterministic¿stochastic hybrid model of downbursts and its impact on a cantilevered structure , 2004 .
[37] Hector A. Jensen,et al. Design sensitivity metric for structural dynamic response , 1998 .
[38] Giovanni Solari,et al. The role of analytical methods for evaluating the wind-induced response of structures , 2002 .
[39] I. Elishakoff,et al. A new approximate solution technique for randomly excited non-linear oscillators—II , 1992 .
[40] Yubao Liu,et al. A Multiscale Numerical Study of Hurricane Andrew (1992). Part I: Explicit Simulation and Verification , 1997 .
[41] Takeshi Ishihara,et al. Directional characteristics of probability distribution of extreme wind speeds by typhoon simulation , 2002 .
[42] Emil Simiu,et al. Ultimate wind loads and direction effects in non‐hurricane and hurricane‐prone regions , 1998 .
[43] Mircea Grigoriu. Estimates of Design Wind from Short Records , 1982 .
[44] R. Haftka,et al. Elements of Structural Optimization , 1984 .
[45] Lambros S. Katafygiotis,et al. Domain Decomposition Method for Calculating the Failure Probability of Linear Dynamic Systems Subjected to Gaussian Stochastic Loads , 2006 .
[46] A. M. Hasofer,et al. Level Crossings for Random Fields , 1976 .
[47] Dan M. Frangopol,et al. Sensitivity of Reliability‐Based Optimum Design , 1985 .
[48] Chun Man Chan,et al. An optimal resizing technique for seismic drift design of concrete buildings subjected to response spectrum and time history loadings , 2005 .
[50] Lawrence G. Griffis,et al. Serviceability Limit States Under Wind Load , 2003 .
[51] A. Kareem. Wind effects on structures: a probabilistic viewpoint , 1987 .
[52] Lambros S. Katafygiotis,et al. A very efficient moment calculation method for uncertain linear dynamic systems , 1995 .
[53] Lawrence A. Twisdale,et al. Prediction of hurricane wind speeds in the United States , 1995 .
[54] R. Clough,et al. Dynamics Of Structures , 1975 .
[55] Uri Kirsch,et al. Efficient Dynamic Reanalysis of Structures , 2007 .
[56] A. Sofi,et al. Approximate solution of the Fokker–Planck–Kolmogorov equation , 2002 .
[57] Sergio Lagomarsino,et al. Forecast models for damping and vibration periods of buildings , 1993 .
[58] U. Kirsch. Combined approximations – a general reanalysis approach for structural optimization , 2000 .
[59] Ahsan Kareem,et al. Lateral‐Torsional Motion of Tall Buildings to Wind Loads , 1985 .
[60] Kevin Z. Truman,et al. How to Optimize for Earthquake Loads , 2014 .
[61] B. J. Vickery,et al. Wind tunnel modelling as a means of predicting the response of chimmeys to vortex shedding , 1984 .
[62] Bethany L. Nicholson,et al. Mathematical Programs with Equilibrium Constraints , 2021, Pyomo — Optimization Modeling in Python.
[63] John Dalsgaard Sørensen,et al. Reliability-Based Optimization in Structural Engineering , 1994 .
[64] Exact stationary solutions of stochastically excited and dissipated partially integrable Hamiltonian systems , 2001 .
[65] Young-Soon Yang,et al. A comparative study on reliability-index and target-performance-based probabilistic structural design optimization , 2002 .
[66] William Prager,et al. Problems of Optimal Structural Design , 1968 .
[67] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[68] A G Davenport,et al. NOTE ON THE DISTRIBUTION OF THE LARGEST VALUE OF A RANDOM FUNCTION WITH APPLICATION TO GUST LOADING. , 1964 .
[69] Bruce R. Ellingwood,et al. Wind Induced Lateral‐Torsional Motion of Buildings , 1985 .
[70] Lei Xu,et al. Seismic Design Optimization of Steel Building Frameworks , 2006 .
[71] W. H. Melbourne,et al. Accelerations and comfort criteria for buildings undergoing complex motions , 1992 .
[72] M. Ferris,et al. Limit Analysis of Frictional Block Assemblies as a Mathematical Program With Complementarity Constraints , 2001 .
[73] M. Shinozuka,et al. Digital simulation of random processes and its applications , 1972 .
[74] Alan G. Davenport,et al. The base balance technique for the determination of dynamic wind loads , 1983 .
[75] A. Kiureghian,et al. Optimization algorithms for structural reliability , 1991 .
[76] S. Rice. Mathematical analysis of random noise , 1944 .
[77] Jasbir S. Arora,et al. Structural Design Sensitivity Analysis: Continuum and Discrete Approaches , 1995 .
[78] Edmund C.C Choi,et al. Dynamic response of structures to thunderstorm winds , 2002 .
[79] T. Kármán. Progress in the Statistical Theory of Turbulence , 1948 .
[80] C. C. Chang,et al. RELIABILITY-BASED OPTIMUM DESIGN FOR UBC AND NONDETERMINISTIC SEISMIC SPECTRA , 1994 .
[81] Nicholas Isyumov,et al. Criteria for Acceptable Wind-Induced Motions , 1994 .
[82] G. Muscolino,et al. Differential moment equations of FE modelled structures with geometrical non-linearities , 1990 .
[83] Y. Belyaev. On the Number of Exits Across the Boundary of a Region by a Vector Stochastic Process , 1968 .
[84] Chun Man Chan,et al. Elastic and inelastic drift performance optimization for reinforced concrete buildings under earthquake loads , 2004 .
[85] G. Grell,et al. A description of the fifth-generation Penn State/NCAR Mesoscale Model (MM5) , 1994 .
[86] T. Caughey,et al. The exact steady-state solution of a class of non-linear stochastic systems , 1982 .
[87] Chun Man Chan,et al. An optimality criteria algorithm for tall steel building design using commercial standard sections , 1992 .
[88] Jon A. Peterka,et al. Improved extreme wind prediction for the United States , 1992 .
[89] Masanobu Shinozuka,et al. Simulation of Nonstationary Stochastic Processes by Spectral Representation , 2007 .
[90] A. Kiureghian,et al. Second-Order Reliability Approximations , 1987 .
[91] Michael Kasperski,et al. Specification of the design wind load—A critical review of code concepts , 2009 .
[92] Timothy A. Reinhold,et al. Wind tunnel modeling for civil engineering applications : proceedings of the International Workshop on Wind Tunnel Modeling Criteria and Techniques in Civil Engineering Applications, Gaithersburg, Maryland, USA, April 1982 , 1982 .
[93] M. Dimentberg. Random vibrations of a rotating shaft with non-linear damping , 2005 .
[94] T. Krishnamurti,et al. Hurricane Prediction with a High Resolution Global Model , 1989 .
[95] B. Wang,et al. Improved Approximate Methods for Computing Eigenvector Derivatives in Structural Dynamics , 1991 .
[96] Theodore Stathopoulos,et al. The numerical wind tunnel for industrial aerodynamics: Real or virtual in the new millennium? , 2002 .
[97] Tae Hee Lee. An adjoint variable method for structural design sensitivity analysis of a distinct eigenvalue problem , 1999 .
[98] Giovanni Solari,et al. Serviceability criteria for wind-induced acceleration and damping uncertainties , 1998 .
[99] Antonina Pirrotta,et al. Stochastic response analysis of nonlinear systems under Gaussian inputs , 1992 .
[100] G. Cai,et al. Some thoughts on averaging techniques in stochastic dynamics , 2000 .
[101] A. Davenport. The spectrum of horizontal gustiness near the ground in high winds , 1961 .
[102] M. J. D. Powell,et al. An efficient method for finding the minimum of a function of several variables without calculating derivatives , 1964, Comput. J..
[103] Chris P. Pantelides. Optimum design of actively controlled structures , 1990 .
[104] P. Vickery,et al. HURRICANE WIND FIELD MODEL FOR USE IN HURRICANE SIMULATIONS , 2000 .
[105] Alan G. Davenport,et al. Gust Loading Factors , 1967 .
[106] T. Arias,et al. Iterative minimization techniques for ab initio total energy calculations: molecular dynamics and co , 1992 .
[107] Giovanni Solari,et al. Evaluation and role of damping and periods for the calculation of structural response under wind loads , 1996 .
[108] Kenny C. S Kwok,et al. Full-scale damping measurements of structures in Australia , 1996 .
[109] Karen A. F. Copeland. Design and Analysis of Experiments, 5th Ed. , 2001 .
[110] Lei Xu,et al. Performance‐based design sensitivity analysis of steel moment frames under earthquake loading , 2005 .
[111] Jasbir S. Arora,et al. Algorithms for point-wise state variable constraints in structural optimization , 1986 .
[112] Chun Man Chan,et al. Wind-induced response and serviceability design optimization of tall steel buildings , 2006 .
[113] Kenny C. S Kwok,et al. Occupant Comfort Criteria for Wind-excited Buildings: Based on Motion Duration , 2007 .
[114] Dan M. Frangopol,et al. Life-cycle reliability-based optimization of civil and aerospace structures , 2003 .
[115] Jasbir S. Arora,et al. Optimal Design of Latticed Towers Subjected to Earthquake Loading , 2002 .
[116] M. Rosenblatt. Remarks on a Multivariate Transformation , 1952 .
[117] G. Schuëller,et al. Equivalent linearization and Monte Carlo simulation in stochastic dynamics , 2003 .
[118] Lloyd J. Shapiro,et al. The Asymmetric Boundary layer Flow Under a Translating Hurricane , 1983 .
[119] J. Kaimal,et al. Spectral Characteristics of Surface-Layer Turbulence , 1972 .
[120] Vladimir I. Piterbarg,et al. Asymptotic Methods in the Theory of Gaussian Processes and Fields , 1995 .
[121] W. F. Wu,et al. CUMULANT-NEGLECT CLOSURE FOR NON-LINEAR OSCILLATORS UNDER RANDOM PARAMETRIC AND EXTERNAL EXCITATIONS , 1984 .
[122] Giuseppe Muscolino,et al. Maximum response statistics of MDoF linear structures excited by non-stationary random processes , 2005 .
[123] Sankaran Mahadevan,et al. A direct decoupling approach for efficient reliability-based design optimization , 2006 .
[124] Edward J. Haug,et al. Applied optimal design: Mechanical and structural systems , 1979 .
[125] Dong-Dae Lee,et al. A computational model to calculate the flow-induced pressure fluctuations on buildings , 2004 .
[126] B. J. Vickery,et al. On the prediction of extreme wind speeds from the parent distribution , 1977 .
[127] T. Caughey. Nonlinear Theory of Random Vibrations , 1971 .
[128] Guo-Kang Er,et al. A CONSISTENT METHOD FOR THE SOLUTION TO REDUCED FPK EQUATION IN STATISTICAL MECHANICS , 1999 .
[129] M. Dimentberg. An exact solution to a certain non-linear random vibration problem , 1982 .
[130] A. Der Kiureghian,et al. Structural reliability methods for seismic safety assessment: a review , 1996 .
[131] Y. K. Wen,et al. Optimization of structures under stochastic loads , 1990 .
[132] Costas Papadimitriou,et al. Stochastic cumulant analysis of MDOF systems with polynomial-type nonlinearities , 1996 .
[133] Chun Man Chan,et al. How to Optimize Tall Steel Building Frameworks , 2014 .
[134] A. Kiureghian. The geometry of random vibrations and solutions by FORM and SORM , 2000 .
[135] Armen Der Kiureghian,et al. Joint First-Passage Probability and Reliability of Systems under Stochastic Excitation , 2006 .
[136] Ramana V. Grandhi,et al. General purpose procedure for reliability based structural optimization under parametric uncertainties , 1995 .
[137] M. Priestley. Evolutionary Spectra and Non‐Stationary Processes , 1965 .
[138] Ronald L. Wasserstein,et al. Monte Carlo: Concepts, Algorithms, and Applications , 1997 .
[139] Niels Leergaard Pedersen,et al. An optimality criterion for shape optimization in eigenfrequency problems , 2005 .
[140] J. Arora,et al. Design sensitivity analysis and optimization of dynamic response , 1984 .
[141] Chris Letchford,et al. Parametric study on the along-wind response of the CAARC building to downbursts in the time domain , 2004 .
[142] C. V. Anderson,et al. The Federal Emergency Management Agency (FEMA) , 2002 .
[143] Kyung K. Choi,et al. An iterative method for finite dimensional structural optimization problems with repeated eigenvalues , 1983 .
[144] K. Dysthe,et al. Probability distributions of surface gravity waves during spectral changes , 2005, Journal of Fluid Mechanics.
[145] Jack E. Cermak. Wind-Tunnel Testing of Structures , 1977 .
[146] Ahsan Kareem,et al. Damping in structures: its evaluation and treatment of uncertainty , 1996 .
[147] Carsten Proppe,et al. Exact stationary probability density functions for non-linear systems under Poisson white noise excitation , 2003 .
[148] Qian Wang,et al. Review of formulations for structural and mechanical system optimization , 2005 .
[149] Alston S. Householder,et al. Principles of Numerical Analysis , 1974 .
[150] Marian Wysocki,et al. A comparative analysis of correction method for total-head probes in large velocity-gradient flows , 2001 .
[151] Yukio Tamura,et al. Estimation of Structural Damping of Buildings , 1994 .
[152] Uri Kirsch,et al. Structural Optimization: Fundamentals and Applications , 1993 .
[153] B. Youn,et al. Adaptive probability analysis using an enhanced hybrid mean value method , 2005 .
[154] Janice L. Coen,et al. Terrain-Induced Turbulence over Lantau Island: 7 June 1994 Tropical Storm Russ Case Study , 1997 .
[155] R. Rackwitz. Reliability analysis—a review and some perspectives , 2001 .
[156] Han Ping Hong,et al. Probabilistic assessment of wind-sensitive structures with uncertain parameters , 2001 .
[157] Nathan M. Newmark,et al. A Method of Computation for Structural Dynamics , 1959 .
[158] Gyung-Jin Park,et al. A review of optimization of structures subjected to transient loads , 2006 .
[159] You‐lin Xu,et al. Spectrum models for nonstationary extreme winds , 2015 .
[160] H. Saunders,et al. Random vibration of structures , 1986 .
[161] Chun Man Chan,et al. Sensitivity Analysis of Multi-story Steel Building Frameworks under Wind and Earthquake Loading , 2007 .
[162] Chun Man Chan,et al. Optimal lateral stiffness design of tall buildings of mixed steel and concrete construction , 2001 .
[163] Alan G. Davenport,et al. How can we simplify and generalize wind loads , 1995 .
[164] Richard G. J. Flay,et al. A new force balance data analysis method for wind response predictions of tall buildings , 1995 .
[165] J. Holmes,et al. An empirical model of a downburst , 2000 .
[166] Mircea Grigoriu,et al. Estimates of extreme wind effects and wind load factors: influence of knowledge uncertainties , 2001 .
[167] Jasbir S. Arora,et al. A design sensitivity analysis principle and its implementation into ADIANA , 1989 .
[168] Emil Simiu,et al. Wind effects on structures : fundamentals and applications to design , 1996 .
[169] Uri Kirsch,et al. Efficient design sensitivities of structures subjected to dynamic loading , 2006 .
[170] P. Spanos,et al. Stochastic averaging: An approximate method of solving random vibration problems , 1986 .
[171] Jack E. Cermak,et al. Wind-tunnel development and trends in applications to civil engineering , 2003 .
[172] Karl Breitung,et al. Probability Approximations by Log Likelihood Maximization , 1991 .
[173] Michael C. Ferris,et al. Engineering and Economic Applications of Complementarity Problems , 1997, SIAM Rev..
[174] M. Shinozuka. Basic Analysis of Structural Safety , 1983 .
[175] Reza Razani,et al. Behavior of fully stressed design of structures and its relationshipto minimum-weight design. , 1965 .
[176] Adang Surahman,et al. Reliability Based Optimum Design of Concrete Frames , 1983 .
[177] Uri Kirsch,et al. Nonlinear and dynamic structural analysis using combined approximations , 2007 .
[178] Roger Fletcher,et al. A Rapidly Convergent Descent Method for Minimization , 1963, Comput. J..
[179] Stephen H. Crandall. Zero Crossings, Peaks, and Other Statistical Measures of Random Responses , 1962 .
[180] J. Holmes. Effective static load distributions in wind engineering , 2002 .
[181] W. H. Greene,et al. Computational aspects of sensitivity calculations in linear transient structural analysis , 1989 .
[182] Douglas A. Foutch,et al. Application of FEMA methodology to RC shear wall buildings governed by flexure , 2007 .
[183] Da‐Lin Zhang,et al. A Multiscale Numerical Study of Hurricane Andrew (1992). Part III: Dynamically Induced Vertical Motion , 2000 .
[184] N. Bleistein,et al. Asymptotic Expansions of Integrals , 1975 .
[185] Ross B. Corotis,et al. Wind‐Induced Response of Structurally Asymmetric High‐Rise Buildings , 1992 .
[186] Leonard Meirovitch,et al. Elements Of Vibration Analysis , 1986 .
[187] H. G. Davies,et al. The non-stationary response probability density functions of non-linearly damped oscillators subjected to white noise excitations , 1990 .
[188] Kyung K. Choi,et al. Hybrid Analysis Method for Reliability-Based Design Optimization , 2003 .
[189] A. Harbitz. An efficient sampling method for probability of failure calculation , 1986 .
[190] Ahsan Kareem,et al. Aerodynamics of Nanjing Tower , 1998 .
[191] L. Carassale,et al. Monte Carlo simulation of wind velocity fields on complex structures , 2006 .
[192] Ahsan Kareem,et al. Coupled Dynamic Analysis and Equivalent Static Wind Loads on Buildings with Three-Dimensional Modes , 2005 .
[193] G. Deodatis. Simulation of Ergodic Multivariate Stochastic Processes , 1996 .
[194] Lambros S. Katafygiotis,et al. Wedge simulation method for calculating the reliability of linear dynamical systems , 2004 .
[195] W. M. Gray,et al. The Recent Increase in Atlantic Hurricane Activity: Causes and Implications , 2001, Science.
[196] G. Er. Multi-Gaussian closure method for randomly excited non-linear systems , 1998 .
[197] P. Spanos,et al. Random vibration and statistical linearization , 1990 .
[198] C. M. Reeves,et al. Function minimization by conjugate gradients , 1964, Comput. J..
[199] Hasan Kurtaran,et al. Crashworthiness design optimization using successive response surface approximations , 2002 .
[200] J. Beck,et al. First excursion probabilities for linear systems by very efficient importance sampling , 2001 .
[201] Giovanni Solari,et al. Wind-excited response of structures with uncertain parameters , 1997 .
[202] Jianbing Chen,et al. The probability density evolution method for dynamic response analysis of non‐linear stochastic structures , 2006 .
[203] Y. Tamura,et al. Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds , 1996 .