Performance-Based Seismic Design of Steel Buildings Using Rigidities of Connections

AbstractThis paper develops a performance-based seismic design (PBSD) procedure specifically for steel structures. Several improved steel connections were proposed to eliminate brittle fractures in...

[1]  Achintya Haldar,et al.  Nonlinear Seismic Analysis of Space Structures with Partially Restrained Cnnections. , 1995 .

[2]  Achintya Haldar,et al.  Probability, Reliability and Statistical Methods in Engineering Design (Haldar, Mahadevan) , 1999 .

[3]  L. Faravelli.  Response‐Surface Approach for Reliability Analysis , 1989 .

[4]  Y. K. Wen,et al.  Reliability and performance-based design☆ , 2001 .

[5]  Achintya Haldar,et al.  Elasto-plastic large deformation analysis of PR steel frames for LRFD , 1989 .

[6]  Douglas A. Foutch,et al.  Translating Research to Practice: FEMA/SAC Performance-Based Design Procedures , 2003 .

[7]  J. S. Hunter,et al.  Statistics for experimenters : an introduction to design, data analysis, and model building , 1979 .

[8]  Alfredo Reyes-Salazar.  Ductility and ductility reduction factor for MDOF systems , 2002 .

[9]  Michael D. Engelhardt,et al.  Reinforcing of steel moment connections with cover plates: benefits and limitations , 1998 .

[10]  Francis Tin-Loi,et al.  Interval analysis of nonlinear frames with uncertain connection properties , 2016 .

[11]  D. Owen,et al.  Finite elements in plasticity : theory and practice , 1980 .

[12]  Akbar Pirmoz,et al.  Direct displacement-based seismic design of semi-rigid steel frames , 2017 .

[13]  Terje Haukaas,et al.  Structural reliability software at the University of California, Berkeley , 2006 .

[14]  Phu-Cuong Nguyen,et al.  Second-order spread-of-plasticity approach for nonlinear time-history analysis of space semi-rigid steel frames , 2015 .

[15]  J. Beck,et al.  A new adaptive importance sampling scheme for reliability calculations , 1999 .

[16]  Achintya Haldar,et al.  Nonlinear seismic response of steel structures with semi-rigid and composite connections , 1999 .

[17]  J. Beck,et al.  First excursion probabilities for linear systems by very efficient importance sampling , 2001 .

[18]  Aisc.  Steel Construction Manual , 2017 .

[19]  Maria Rosaria Pecce,et al.  The experimental behavior and simple modeling of joints in composite MRFs , 2015 .

[20]  Ali Abolmaali,et al.  Earthquake resistance frames with combination of rigid and semi-rigid connections , 2014 .

[21]  Achintya Haldar,et al.  Reliability Assessment Using Stochastic Finite Element Analysis , 2000 .

[22]  C. Allin Cornell,et al.  Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .

[23]  Gian A. Rassati,et al.  Seismic response of MRFs with partially-restrained bolted beam-to-column connections through FE analyses , 2015 .

[24]  Egor P. Popov,et al.  Design of steel MRF connections before and after 1994 Northridge earthquake , 1998 .

[25]  S. Atluri,et al.  Large-deformation, elasto-plastic analysis of frames under nonconservative loading, using explicitly derived tangent stiffnesses based on assumed stresses , 1987 .

[26]  Alfredo Reyes-Salazar,et al.  Dissipation of energy in steel frames with PR connections , 2000 .

[27]  Achintya Haldar,et al.  Nonlinear analysis of a steel frame , 2009 .

[28]  Armen Der Kiureghian,et al.  Design-point excitation for non-linear random vibrations , 2005 .

[29]  C. Allin Cornell,et al.  SEISMIC PERFORMANCE EVALUATION FOR STEEL MOMENT FRAMES , 2002 .

[30]  André Colson,et al.  Theoretical modeling of semirigid connections behavior , 1991 .

[31]  Achintya Haldar,et al.  Seismic response analysis of steel frames with post-Northridge connection , 2005 .

[32]  Achintya Haldar,et al.  Seismic response and energy dissipation in partially restrained and fully restrained steel frames: An analytical study , 2001 .

[33]  R. Clough,et al.  Dynamics Of Structures , 1975 .