Capacity Design Optimization of Steel Building Frameworks Using Nonlinear Time-History Analysis
暂无分享,去创建一个
[1] Khalid M. Mosalam,et al. PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER , 2009 .
[2] William T. Holmes,et al. The 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures , 2000 .
[3] Donald E. Griersoni,et al. Optimal synthesis of frameworks under multilevel performance constraints , 1984 .
[4] G. W. Housner,et al. Limit Design of Structures to Resist Earthquakes , 1956 .
[5] Timothy A. Philpot. Mechanics of Materials: An Integrated Learning System , 2008 .
[6] Chia-Ming Uang,et al. Testing Protocol for Short Links in Eccentrically Braced Frames , 2006 .
[7] Cv Clemens Verhoosel,et al. Non-Linear Finite Element Analysis of Solids and Structures , 1991 .
[8] W. K. Tso,et al. Seismic energy demands on reinforced concrete moment‐resisting frames , 1993 .
[9] Jasbir S. Arora,et al. Optimization of structural and mechanical systems , 2007 .
[10] Egor P. Popov,et al. On Design of Eccentrically Braced Frames , 1989 .
[11] Stephen A. Mahin,et al. Model for Cyclic Inelastic Buckling of Steel Braces , 2008 .
[12] Donald E. Grierson,et al. COMPUTER-AUTOMATED DESIGN OF SEMIRIGID STEEL FRAMEWORKS , 1993 .
[13] W. J. Hall,et al. Earthquake Energy Absorption in SDOF Structures , 1984 .
[14] Finley A. Charney,et al. NONLIN: Software for Earthquake Engineering Education , 2004 .
[15] Michael H. Scott,et al. Software Patterns for Nonlinear Beam-Column Models , 2008 .
[16] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[17] J. A. Pires. Statistics of cumulative damage parameters based on hysteretic energy dissipated , 1994 .
[18] Archibald N. Sherbourne,et al. Automatic Optimal Design of Tall Steel Building Frameworks , 1995 .
[19] Shahram Pezeshk,et al. Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. I: Formulation , 2007 .
[20] Mark Austin,et al. Probabilistic Design of Moment‐Resistant Frames Under Seismic Loading , 1987 .
[21] Lei Xu,et al. Performance‐based design sensitivity analysis of steel moment frames under earthquake loading , 2005 .
[22] Izuru Takewaki,et al. PROBABILISTIC MULTI-OBJECTIVE OPTIMAL DESIGN OF SEISMIC-RESISTANT BRACED STEEL FRAMES USING ARMA MODELS , 1991 .
[23] Kevin K. F. Wong,et al. Energy-based damage assessment on structures during earthquakes , 2001 .
[24] Min Liu,et al. Optimal seismic design of steel frame buildings based on life cycle cost considerations , 2003 .
[25] Egor P. Popov,et al. Seismic eccentrically braced frames , 1988 .
[26] Donald E. Grierson. Conceptual Design Optimization of Structural Systems , 1996 .
[27] Pierre Léger,et al. Seismic-Energy Dissipation in MDOF Structures , 1992 .
[28] Murat Saatcioglu,et al. Dynamic analysis of buildings for earthquake-resistant design , 2003 .
[29] Mario Paz,et al. Structural Dynamics: Theory and Computation , 1981 .
[30] C. Uang,et al. Evaluation of seismic energy in structures , 1990 .
[31] Chia-Ming Uang,et al. A procedure for evaluating seismic energy demand of framed structures , 2003 .
[32] Donald E. Grierson,et al. Pareto‐Optimal Conceptual Design of the Structural Layout of Buildings Using a Multicriteria Genetic Algorithm , 1999 .
[33] Franklin Y. Cheng,et al. Optimum Assessment of Irregular Three-Dimensional Seismic Buildings , 1990 .
[34] S Koboevic,et al. Design and seismic response of shear critical eccentrically braced frames , 1997 .
[35] Donald E. Grierson,et al. Energy-based design optimization of steel building frameworks using nonlinear response history analysis , 2012 .
[36] Franklin Y. Cheng,et al. Recursive Optimization for Seismic Steel Frames , 1989 .
[37] Ali M. Memari,et al. Optimal design of steel frames subject to gravity and seismic codes' prescribed lateral forces , 1999 .
[38] James M. Nau,et al. Inelastic Modeling and Seismic Energy Dissipation , 1987 .
[39] Michel Bruneau,et al. Ductile design of steel structures , 1997 .
[40] Chun Man Chan,et al. Optimal seismic performance-based design of reinforced concrete buildings using nonlinear pushover analysis , 2005 .
[41] Karl S. Pister,et al. Optimal seismic‐resistant design of a planar steel frame , 1983 .
[42] Christopher M. Foley,et al. Automated Design of Steel Frames Using Advanced Analysis and Object-Oriented Evolutionary Computation , 2003 .
[43] Min Liu,et al. Genetic Algorithm Based Construction-Conscious Minimum Weight Design of Seismic Steel Moment-Resisting Frames , 2006 .