1 Mazzoni, S., "The open system for earthquake engineering simulation (OpenSEES)user command-language manual"
2 Lallemant, D., "Statistical procedures for developing earthquake damage fragility curves" 44 (44): 1373-1389, 2015
3 Mwafy, A. M., "Static pushover versus dynamic collapse analysis of RC buildings" 23 (23): 407-424, 2001
4 Ranjbaran, A., "State functions: the milestone of fracture" 86 (86): 1311-1324, 2016
5 Ji, J., "Seismic fragility relationships of reinforced concrete high-rise buildings" 18 (18): 259-277, 2009
6 Baltzopoulos, G., "SPO2FRAG: software for seismic fragility assessment based on static pushover" 15 (15): 4399-4425, 2017
7 FEMA, P., "Quantification of building seismic performance factors (FEMA P695, ATC-63)"
8 Çavdar, Ö., "Pushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van(Turkey) earthquake on October 23, 2011" 70 (70): 657-673, 2014
9 Cornell, C. A., "Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines" 128 (128): 526-533, 2002
10 Hariri-Ardebili, M. A., "Performance-based seismic assessment of steel frames using endurance time analysis" 69 : 216-234, 2014
1 Mazzoni, S., "The open system for earthquake engineering simulation (OpenSEES)user command-language manual"
2 Lallemant, D., "Statistical procedures for developing earthquake damage fragility curves" 44 (44): 1373-1389, 2015
3 Mwafy, A. M., "Static pushover versus dynamic collapse analysis of RC buildings" 23 (23): 407-424, 2001
4 Ranjbaran, A., "State functions: the milestone of fracture" 86 (86): 1311-1324, 2016
5 Ji, J., "Seismic fragility relationships of reinforced concrete high-rise buildings" 18 (18): 259-277, 2009
6 Baltzopoulos, G., "SPO2FRAG: software for seismic fragility assessment based on static pushover" 15 (15): 4399-4425, 2017
7 FEMA, P., "Quantification of building seismic performance factors (FEMA P695, ATC-63)"
8 Çavdar, Ö., "Pushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van(Turkey) earthquake on October 23, 2011" 70 (70): 657-673, 2014
9 Cornell, C. A., "Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines" 128 (128): 526-533, 2002
10 Hariri-Ardebili, M. A., "Performance-based seismic assessment of steel frames using endurance time analysis" 69 : 216-234, 2014
11 Lee, D., "Nonlinear pushover analysis of concrete column reinforced by multi-layered, high strength steel UL700plates" 90 : 1-14, 2015
12 Ranjbaran, A., "New finite-element formulation for buckling analysis of cracked structures" 140 (140): 1-10, 2014
13 De Luca, F., "Near-optimal piecewise linear fits of static pushover capacity curves for equivalent SDOF analysis" 42 (42): 523-543, 2013
14 Elkady, A., "Modeling of the composite action in fully restrained beam-to-column connections: Implications in the seismic design and collapse capacity of steel special moment frames" 43 (43): 1935-1954, 2014
15 Smyrou, E., "Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled RC frames" 9 (9): 1519-1534, 2011
16 Hogan, L. S., "Full-scale experimental pushover testing of an existing URM building" 15 (15): 66-81, 2018
17 Venture, N. C. J., "Evaluation of the fema p-695 methodology for quantification of building seismic performance factors" US Department of Commerce Engineering Laboratory, National Institute of Standards and Technology 20899-28600, 2010
18 Lee, D., "Evaluation of seismic performance factors for steel DIAGRID structural system design" 10 (10): 735-755, 2016
19 Comitè Europèen de, N., "Eurocode 8—Design of Structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings"
20 Akkar, S., "Displacement-based fragility functions for low-and mid-rise ordinary concrete buildings" 21 (21): 901-927, 2005
21 Vamvatsikos, D., "Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA" 35 (35): 1097-1117, 2006
22 Vargas, Y. F., "Capacity, fragility and damage in reinforced concrete buildings: A probabilistic approach" 11 (11): 2007-2032, 2013
23 Zareian, F., "Basic concepts and performance measures in prediction of collapse of buildings under earthquake ground motions" 19 (19): 167-181, 2010
24 Sudret, B., "Assessment of the lognormality assumption of seismic fragility curves using non-parametric representations"
25 AISC, A., "AISC 341-10, seismic provisions for structural steel buildings"
26 Nayak, B., "A proposed reference current signal generation technique for shunt active power filter" 13 (13): 1834-1849, 2018
27 Chopra, A. K., "A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings" 33 (33): 903-927, 2004
28 FEMA, A., "440, Improvement of nonlinear static seismic analysis procedures"
29 Hartloper, A., "11.29: Updates to the ASCE-41-13 provisions for the nonlinear modeling of steel wide-flange columns for performance-based earthquake engineering" 1 (1): 3072-3081, 2017