1 |
McKenna, F. and Fenves, G.L. (2001), The OpenSees Command Language Manual-Version 1.2, Pacific Earthquake Engineering Research Centre, University of California, Berkeley
|
2 |
Mitchell, D., DeVall, R.H., Kobayashi, K., Tinawi, R. and Tso, W.K. (1996), "Damage to concrete structures due to the January 17, 1995, Hyogo-ken Nanbu (Kobe) earthquake", Can. J. Civil Eng., 23(3), 757-770
DOI
ScienceOn
|
3 |
Marano, G.C., Trentadue, F. and Greco, R. (2007), "Stochastic optimum design criterion of added viscous dampers for buildings seismic protection", Struct. Eng. Mech., 25(1), 21-37
DOI
ScienceOn
|
4 |
Negro, P. and Colombo, A. (1997), "Irregularities induced by nonstructural masonry panels in framed buildings", Eng. Struct., 19(7), 576-585
DOI
ScienceOn
|
5 |
Negro, P. and Verzeletti, G. (1996), "Effect of infills on the global behaviour of R/C frames: Energy considerations from pseudodynamic tests", Earthq. Eng. Struct. D., 25(8), 753-773
DOI
|
6 |
Papazachos, B.C., Papaioannou, Ch.A. and Theodulidis, N.P. (1993), "Regionalization of seismic hazard in Greece based on seismic sources", Natural Hazards, 8(1), 1-18
DOI
|
7 |
Paulay, T. (1986), "The design of ductile reinforced concrete structural walls for earthquake resistance", Earthq. Spectra, 2(4), 783-823
|
8 |
Somerville, P. and Collins, N. (2002), Ground motion time histories for the Humboldt bay bridge, Pasadena, CA, URS Corporation, www.peertestbeds.net/humboldt.htm
|
9 |
Tegos, I. and Penelis, G.G. (1988), "Seismic resistance of short columns and coupling beams reinforced wit inclined bars", ACI Struct. J., 85(1), 272-283
|
10 |
Lee, H.-S. and Woo, S.-W. (2002), "Effect of masonry infills on seismic performance of a 3-storey R/C frame with non-seismic detailing", Earthq. Eng. Struct. D., 31(2), 353-378
DOI
ScienceOn
|
11 |
Madan, A., Reinhorn, A.M., Mander, J.B. and Valles, R.E. (1997), "Modeling of masonry infill panels for structural analysis", J. Struct. Eng., 123(10), 1295-1302
DOI
ScienceOn
|
12 |
Perera, R., Gomez, S. and Alarcon, E. (2004), "Experimental and analytical study of masonry infill reinforcedconcrete frames retrofitted with steel braces", J. Struct. Eng., 130(12), 2032-2039
DOI
ScienceOn
|
13 |
Priestley, M.J.N. and Calvi, E.M. (1991), "Towards a capacity-design assessment procedure of reinforced concrete frames", Earthq. Spectra, 7(3), 413-437
DOI
|
14 |
Watanabe, F. (1997), "Behavior of reinforced concrete buildings during the Hyougoken-Nanbu earthquake", Cement Concrete Comp., 19(3), 203-211
DOI
ScienceOn
|
15 |
Freeman, S.A. (1998), "Capacity spectrum method as a tool for seismic design, CF 12", Proc. of the Eleventh European Conf. on Earthquake Engineering, A. A. Balkema, Rotterdam
|
16 |
EAK 2000 (2000), National Seismic Code of Hellas
|
17 |
EKOS 2000 (2000), National Code for Concrete Building Structures of Hellas
|
18 |
FEMA 350 (2000), Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings. Federal Emergency Management Agency, Washington DC
|
19 |
Ghobarah, A. (2004), On Drift Limits Associated with Different Damage Levels, Int. Workshop on Performance- Based Seismic Design, June 28-July 1
|
20 |
Ghobarah, A., Saatcioglu, M. and Nistor, I. (2006), "The impact of the 26 December 2004 earthquake and tsunami on structures and infrastructure", Eng. Struct., 28(2), 312-326
DOI
ScienceOn
|
21 |
Guevara, L.T. and Garcia, L.E. (2005), "The captive- and short-column effects", Earthq. Spectra, 21(1), 141-160
DOI
ScienceOn
|
22 |
Jain, A.K. (2001), "Failure of multistorey buildings in Ahmedabad: Lessons to relearn", Indian Concrete J., 75(12), 765-769
|
23 |
Lagaros, N.D., Fotis, A.D. and Krikos, S.A. (2006), "Assessment of seismic design procedures based on the total cost", Earthq. Eng. Struct. D., 58(9), 1347-1380
|
24 |
Li, Z.-X. (2005), "Theory and technology of split reinforced concrete columns", Eng. Mech., 22, 127-141
|
25 |
Applied Technology Council (1997), "NEHRP Guidelines for seismic rehabilitation of buildings", Report No. FEMA-273, Federal Emergency Management Agency, Washington, DC
|
26 |
Dol ek, M. and Fajfar, P. (2005), "Simplified non-linear seismic analysis of infilled reinforced concrete frames", Earthq. Eng. Struct. D., 34, 49-66
DOI
ScienceOn
|
27 |
Chintanapakdee, C. and Chopra, A.K. (2003), "Evaluation of modal pushover analysis using generic frames", Earthq. Eng. Struct. D., 32(3), 417-442
DOI
ScienceOn
|
28 |
Dol ek, M. and Fajfar, P. (2001), "Soft storey effects in uniformly infilled reinforced concrete frames", J. Earthq. Eng., 5(1), 1-12
|