1 |
Akkar, S. and Metin, A. (2007), "Assessment of improved nonlinear static procedures in FEMA-440", J. Struct. Eng., 133(9), 1237-1246.
DOI
ScienceOn
|
2 |
Alam, M.S., Nehdi, M. and Amanat, K.M. (2009), "Modeling and analysis of retrofitted un-retrofitted masonry-infilled RC Frames under In-Plane Lateral Loading", Struct. Infrastruct. E., 5(2), 71-90.
DOI
ScienceOn
|
3 |
Aliaari, M. and Memari, A.M. (2005), "Analysis of masonry infilled steel frames with seismic isolator subframes", Eng. Struct., 27(4), 487-500.
DOI
ScienceOn
|
4 |
Aliaari, M. (2005), "The development of Seismic Infill Wall Isolator Subframe (SIWIS) system for use in buildings", Ph. D. Thesis, The Pennsylvania State University, University Park, PA.
|
5 |
Amanat, K.M. and Hoque, E. (2006), "A rationale for determining the natural period of RC building frames having infill", Eng. Struct., 28(4), 495-502.
DOI
ScienceOn
|
6 |
American Society of Civil Engineers (ASCE) (2000), "Prestandard and commentary on the seismic rehabilitation of buildings", Rep. No. FEMA 356, Washington, D.C.
|
7 |
Bariola, J. (1992), "Drift response of medium-rise reinforced concrete buildings during earthquakes", ACI Struct. J., 89(4), 384-390.
|
8 |
CISC 2006. Handbook of steel construction, Ninth edition, Canadian Institute of Steel Construction (CISC), Toronto, ON.
|
9 |
Crisafulli, F.J. (1997), "Seismic behavior of reinforced concrete structures with masonry infills", Ph.D. Thesis, University of Canterbury, New Zealand.
|
10 |
Dawe, J.L. and Seah, C.K. (1989), "Behavior of masonry infilled steel frames", Can. J. Civil Eng., 16(6), 865-876.
DOI
|
11 |
Dawe, J.L., Schriver, A.B. and Sofocleous, C. (1989), "Masonry infilled steel frames subjected to dynamic load", Can. J. Civil Eng., 16(6), 877-885.
DOI
|
12 |
Dawe, J.L., Liu, Y. and Seah, C.K. (2001), "A parametric study of masonry infilled steel frames", Can. J. Civil Eng., 28(1), 149-157.
DOI
ScienceOn
|
13 |
Flanagan, R.D. and Bennett, R.M. (1999), "In-plane behavior of structural clay tile infilled frames", J. Struct. Eng., 125(6), 590-599.
DOI
|
14 |
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
|
15 |
Humar, J.M., Lau, D. and Pierre, J.R. (2001), "Performance of buildings during the 2001 Bhuj Earthquake", Can. J. Civil Eng., 28(6), 979-991.
DOI
ScienceOn
|
16 |
Kaltakci, M.Y., Korkmaz, H.H. and Koken, A. (2007), "An investigation of the behavior of steel frames with masonry infills under lateral loading", J. Eng. Appl. Sci., 2(5), 930-943.
|
17 |
Karakostas, C., Lekidis, V., Makarios, T., Salonikios, T., Sous, I. and Demosthenous, M. (2005), "Seismic response of structures and infrastructure facilities during the Lefakada, Greece Earthquake of 14/8/2003", Eng. Struct., 27(2), 213-227.
DOI
ScienceOn
|
18 |
Mehrabi, A.B. and Shing, P.B. (1997), "Finite element modeling of masonry infilled RC frame", J. Struct. Eng., 123(5), 604-613.
DOI
ScienceOn
|
19 |
Liauw, T.C. and Kwan, K.H. (1985), "Unified plastic analysis for infilled frames", J. Struct. Eng., 111(7), 1427-1448.
DOI
ScienceOn
|
20 |
Loulelis, D., Hatzigeorgiou, G.D. and Beskos, D.E. (2012), "Moment resisting steel frames under repeated Earthquakes", Earthq. Struct., Int. J., 3(3), 231-248.
DOI
ScienceOn
|
21 |
Memari, A.M., Aghakouchak, A.A., Ghafory Ashtiany, M. and Tiv, M. (1999), "Full scale dynamic testing of a steel frame building during construction", Eng. Struct., 21(12), 1115-1127.
DOI
ScienceOn
|
22 |
Moghaddam, H.A., Mohammadi, M.G.H. and Ghaemian, M. (2006), "Experimental and analytical investigation into crack strength determination of infilled steel frames", J. Constr. Steel Res., 62(12), 1341-1352.
DOI
ScienceOn
|
23 |
Mohebkhah, A., Tasnimi, A.A. and Moghadam, H. A. (2008), "Nonlinear analysis of masonry-infilled steel frames with openings using discrete element method", J. Constr. Steel Res., 64(12), 1463-1472.
DOI
ScienceOn
|
24 |
Mosalam, K.M., White, R.N. and Gergely, P. (1997), "Static response of infilled frames using quasi-static experimentation", J. Struct. Eng., 123(11), 1462-1469.
DOI
ScienceOn
|
25 |
NBCC (2005), National Building Code of Canada, Canadian Commission on Building and Fire Codes, National Research Council of Canada, Ottawa.
|
26 |
Papia, M. (1988), "Analysis of infilled frames using coupled finite element and boundary element solution scheme", Int. J. Numer. Meth. Eng., 26(3), 731-742.
DOI
ScienceOn
|
27 |
Ruiz, S.E. and Diederich, R. (1989), "The Mexico Earthquake of September 19, 1985 - The seismic performance of buildings with weak first storey", Earthquake Spectra, 5(1), 89-102.
DOI
ScienceOn
|
28 |
Stafford-Smith, B. (1966), "Behavior of Square Infilled Frames", J. Struct. Div., 92(ST1), 381-403.
|
29 |
SeismoStruct (2010), SeismoStrcut help file. Available from www.seismsoft.com
|
30 |
Stafford-Smith, B. (1962), "Lateral Stiffness of Infilled Frames", J. Struct. Div., 88(ST6), 183-199.
|