-
1
-
-
0343557101
-
Behaviour and analysis of R/C structures under alternate actions inducing inelastic response
-
Lausanne, France
-
Comité Euro-International du Béton (CEB) (1994). "Behaviour and analysis of R/C structures under alternate actions inducing inelastic response." Frame members, CEB Bull. d'Information, Lausanne, France, 2(220).
-
(1994)
Frame Members, CEB Bull. d'Information
, vol.2
, Issue.220
-
-
-
2
-
-
0342686830
-
Eurocode I: Basis of design and actions on structures - Part I: Basis of design
-
Technical Committee 250, Brussels
-
Comité Européen de Normalisation (CEN). (1994). "Eurocode I: Basis of design and actions on structures - Part I: Basis of design." ENV 1991-1, Technical Committee 250, Brussels.
-
(1994)
ENV 1991-1
-
-
-
3
-
-
0342686832
-
Eurocode 6: Design of masonry structures
-
Brussels
-
Comité Européen de Normalisation (CEN). (1995a). "Eurocode 6: Design of masonry structures." ENV 1996-1, Brussels.
-
(1995)
ENV 1996-1
-
-
-
4
-
-
0342686831
-
Eurocode 8: Design provisions for earthquake resistance of structures - Part 1: General rules
-
Technical Committee 250/SC8, Brussels
-
Comité Européen de Normalisation (CEN). (1995b). "Eurocode 8: Design provisions for earthquake resistance of structures - Part 1: General rules." ENV 1998-1-1/2/3, Technical Committee 250/SC8, Brussels.
-
(1995)
ENV 1998-1-1/2/3
-
-
-
5
-
-
0033879352
-
Probabilistic evaluation of behaviour factors in EC8-designed R/C frames
-
Chryssanthopoulos, M. K., Dymiotis, C., and Kappos, A. J. (2000). "Probabilistic evaluation of behaviour factors in EC8-designed R/C frames." Engrg. Struct., 22(8), 1028-1041.
-
(2000)
Engrg. Struct.
, vol.22
, Issue.8
, pp. 1028-1041
-
-
Chryssanthopoulos, M.K.1
Dymiotis, C.2
Kappos, A.J.3
-
6
-
-
0040410059
-
Stochastic linearization for the assessment of behaviour factors and capacity design provisions in Eurocode 8
-
Balkema, Rotterdam, The Netherlands
-
Colangelo, F., Giannini, R., and Pinto, P. E. (1995). "Stochastic linearization for the assessment of behaviour factors and capacity design provisions in Eurocode 8." Proc., 10th Eur. Conf. on Earthquake Engrg., Vol. 2, Balkema, Rotterdam, The Netherlands, 947-952.
-
(1995)
Proc., 10th Eur. Conf. on Earthquake Engrg.
, vol.2
, pp. 947-952
-
-
Colangelo, F.1
Giannini, R.2
Pinto, P.E.3
-
7
-
-
0342686827
-
Earthquake behaviour of 4 storeys reinforced concrete frame structures infilled with brick masonry panels
-
Costa, A. C., and Duarte, R. T. (1990). "Earthquake behaviour of 4 storeys reinforced concrete frame structures infilled with brick masonry panels." Proc., 9th Eur. Conf. on Earthquake Engrg., Vol. 2, 144-153.
-
(1990)
Proc., 9th Eur. Conf. on Earthquake Engrg.
, vol.2
, pp. 144-153
-
-
Costa, A.C.1
Duarte, R.T.2
-
8
-
-
0039340051
-
A methodology for the seismic microzonation of historical nuclei in Central Italy
-
Crespellani, T., Garzonio, C. A., Midiai, C., and Vannucchi, G. (1997). "A methodology for the seismic microzonation of historical nuclei in Central Italy." Eur. Earthquake Engrg., 11(1), 46-60.
-
(1997)
Eur. Earthquake Engrg.
, vol.11
, Issue.1
, pp. 46-60
-
-
Crespellani, T.1
Garzonio, C.A.2
Midiai, C.3
Vannucchi, G.4
-
10
-
-
0033199391
-
Seismic reliability of RC frames with uncertain drift and member capacity
-
ASCE
-
Dymiotis, C., Kappos, A. J., and Chryssanthopoulos, M. K. (1999). "Seismic reliability of RC frames with uncertain drift and member capacity." J. Struct. Engrg., ASCE, 125(9), 1038-1047.
-
(1999)
J. Struct. Engrg.
, vol.125
, Issue.9
, pp. 1038-1047
-
-
Dymiotis, C.1
Kappos, A.J.2
Chryssanthopoulos, M.K.3
-
11
-
-
21744457196
-
Seismic design and response of bare and masonry-infilled reinforced concrete building. Part II: Infilled structures
-
Fardis, M. N., and Panagiotakos, T. B. (1997). "Seismic design and response of bare and masonry-infilled reinforced concrete building. Part II: Infilled structures." J. Earthquake Engrg., 1(3), 475-504.
-
(1997)
J. Earthquake Engrg.
, vol.1
, Issue.3
, pp. 475-504
-
-
Fardis, M.N.1
Panagiotakos, T.B.2
-
12
-
-
0342686829
-
Hysteretic behaviour in tests of masonry infilled frames
-
Balkema, Rotterdam, The Netherlands (CD-ROM)
-
Gancheva, R., Mihalkov, H., Nikolov, A., and Andreev, M. (1998). "Hysteretic behaviour in tests of masonry infilled frames." Proc., 11th Eur. Conf. on Earthquake Engrg., Balkema, Rotterdam, The Netherlands (CD-ROM).
-
(1998)
Proc., 11th Eur. Conf. on Earthquake Engrg.
-
-
Gancheva, R.1
Mihalkov, H.2
Nikolov, A.3
Andreev, M.4
-
13
-
-
0028726004
-
Generation of hazard-consistent fragility curves
-
Hwang, H. H. M., and Huo, J. R. (1994). "Generation of hazard-consistent fragility curves." Soil Dyn. and Earthquake Engrg., 13(5), 345-354.
-
(1994)
Soil Dyn. and Earthquake Engrg.
, vol.13
, Issue.5
, pp. 345-354
-
-
Hwang, H.H.M.1
Huo, J.R.2
-
14
-
-
0004056373
-
DRAIN-2D: A general purpose computer program for dynamic analysis of inelastic plane structures
-
Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
-
Kanaan, A., and Powell, G. H. (1973). "DRAIN-2D: A general purpose computer program for dynamic analysis of inelastic plane structures." Rep. No. EERC-73/6 and EERC-73/22, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
-
(1973)
Rep. No. EERC-73/6 and EERC-73/22
-
-
Kanaan, A.1
Powell, G.H.2
-
15
-
-
0041119216
-
DRAIN-2D/90: Program for the inelastic analysis of structures subjected to seismic input: User's manual
-
Imperial College, London
-
Kappos, A. J. (1996). "DRAIN-2D/90: Program for the inelastic analysis of structures subjected to seismic input: User's manual." ESEE Rep. 96/6, Imperial College, London.
-
(1996)
ESEE Rep. 96/6
-
-
Kappos, A.J.1
-
16
-
-
0040525066
-
Probabilistic assessment of European seismic design practice for confined members
-
Kappos, A. J., Chryssanthopoulos, M. K., and Dymiotis, C. (1998a). "Probabilistic assessment of European seismic design practice for confined members." Eur. Earthquake Engrg., 12(3), 38-51.
-
(1998)
Eur. Earthquake Engrg.
, vol.12
, Issue.3
, pp. 38-51
-
-
Kappos, A.J.1
Chryssanthopoulos, M.K.2
Dymiotis, C.3
-
17
-
-
0343557100
-
Seismic design and performance assessment of masonry infilled R/C frames
-
New Zealand Society for Earthquake Engineering, Auckland, New Zealand (CD-ROM)
-
Kappos, A. J., and Ellul, F. (2000). "Seismic design and performance assessment of masonry infilled R/C frames." Proc., 12th World Conf. on Earthquake Engrg., New Zealand Society for Earthquake Engineering, Auckland, New Zealand (CD-ROM).
-
(2000)
Proc., 12th World Conf. on Earthquake Engrg.
-
-
Kappos, A.J.1
Ellul, F.2
-
18
-
-
0032399298
-
Analytical models for brick masonry infilled R/C frames under lateral loading
-
Kappos, A. J., Stylianidis, K. C., and Michailidis, C. N. (1998b). "Analytical models for brick masonry infilled R/C frames under lateral loading." J. Earthquake Engrg., 2(1), 59-87.
-
(1998)
J. Earthquake Engrg.
, vol.2
, Issue.1
, pp. 59-87
-
-
Kappos, A.J.1
Stylianidis, K.C.2
Michailidis, C.N.3
-
19
-
-
0343993302
-
Experimental and numerical simulation of the influence of masonry infills on the seismic response of reinforced concrete framed structures
-
Balkema, Rotterdam, The Netherlands
-
Manos, G. C., Triamataki, M., and Yasin, B. (1995). "Experimental and numerical simulation of the influence of masonry infills on the seismic response of reinforced concrete framed structures." Proc., 10th Eur. Conf. on Earthquake Engrg., Vol. 2, Balkema, Rotterdam, The Netherlands, 1513-1518.
-
(1995)
Proc., 10th Eur. Conf. on Earthquake Engrg.
, vol.2
, pp. 1513-1518
-
-
Manos, G.C.1
Triamataki, M.2
Yasin, B.3
-
20
-
-
0030109061
-
Experimental investigation of masonry-filled RC frames
-
ASCE
-
Mehrabi, A. B., Shing, P. B., Schuller, M. P., and Noland, J. L. (1996). "Experimental investigation of masonry-filled RC frames." J. Struct. Engrg., ASCE, 122(3), 228-237.
-
(1996)
J. Struct. Engrg.
, vol.122
, Issue.3
, pp. 228-237
-
-
Mehrabi, A.B.1
Shing, P.B.2
Schuller, M.P.3
Noland, J.L.4
-
21
-
-
0031322739
-
Seismic reliability of LRC frames with and without masonry infill walls
-
Mosalam, K. M., Ayala, G., White, R. N., and Roth, C. (1997). "Seismic reliability of LRC frames with and without masonry infill walls." J. Earthquake Engrg., 1(4), 693-720.
-
(1997)
J. Earthquake Engrg.
, vol.1
, Issue.4
, pp. 693-720
-
-
Mosalam, K.M.1
Ayala, G.2
White, R.N.3
Roth, C.4
-
27
-
-
0030475695
-
Dual-level designs for buildings under seismic loads
-
Amsterdam
-
Wen, Y. K., Collins, K. R., Han, S. W., and Elwood, K. J. (1996). "Dual-level designs for buildings under seismic loads." Struct. Safety. Amsterdam, 18(2/3), 195-224.
-
(1996)
Struct. Safety
, vol.18
, Issue.2-3
, pp. 195-224
-
-
Wen, Y.K.1
Collins, K.R.2
Han, S.W.3
Elwood, K.J.4
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