-
1
-
-
58849152654
-
Dissemination of european strong-motion data
-
European Council, Environment and Climate Research Programme
-
Ambraseys N, Smith P, Bernardi R, Rinaldis D, Cotton F, Berge-Thierry C (2000) Dissemination of european strong-motion data. In: CD-ROM collection. European Council, Environment and Climate Research Programme.
-
(2000)
CD-ROM collection
-
-
Ambraseys, N.1
Smith, P.2
Bernardi, R.3
Rinaldis, D.4
Cotton, F.5
Berge-Thierry, C.6
-
2
-
-
65049085941
-
Seismic assessment of reinforced concrete frame structures with a new flexibility based element
-
University of Porto
-
Arede A (1997) Seismic assessment of reinforced concrete frame structures with a new flexibility based element. Doctoral Dissertation, University of Porto.
-
Doctoral Dissertation
-
-
Arede, A.1
-
4
-
-
78650075817
-
Estimation of the seismic risk of RC frames with consideration of capacity degradation over time
-
COMPDYN 2009, CD 217, Rodes
-
Celarec D, Dolšek M, Vamvatsikos D (2009) Estimation of the seismic risk of RC frames with consideration of capacity degradation over time. In: Proceedings of the 2nd international conference on computational methods in structural dynamics and earthquake engineering, COMPDYN 2009, CD 217, Rodes.
-
(2009)
Proceedings of the 2nd international conference on computational methods in structural dynamics and earthquake engineering
-
-
Celarec, D.1
Dolšek, M.2
Vamvatsikos, D.3
-
8
-
-
78650075600
-
PERFORM-3D user guide, Version 4
-
CSI,Berkeley
-
CSI (2006) PERFORM-3D user guide, Version 4. Computers & Structures Inc, Berkeley.
-
(2006)
Computers & Structures Inc
-
-
-
9
-
-
78650075419
-
SAP 2000 User Manual, Version 12
-
Berkeley
-
CSI (2008) SAP 2000 User Manual, Version 12. Computers & Structures Inc, Berkeley.
-
(2000)
Computers & Structures Inc
-
-
-
13
-
-
0036605177
-
Mathematical modeling of an infilled RC frame structure based on the results of pseudo-dynamic tests
-
Dolšek M, Fajfar P (2001) Mathematical modeling of an infilled RC frame structure based on the results of pseudo-dynamic tests. Earthq Eng Struct Dyn 31: 1215-1230.
-
(2001)
Earthq Eng Struct Dyn
, vol.31
, pp. 1215-1230
-
-
Dolšek, M.1
Fajfar, P.2
-
14
-
-
68149100760
-
Incremental dynamic analysis with consideration of modeling uncertainties
-
Dolsek M (2009) Incremental dynamic analysis with consideration of modeling uncertainties. Earthq Eng Struct Dyn 38: 805-825.
-
(2009)
Earthq Eng Struct Dyn
, vol.38
, pp. 805-825
-
-
Dolsek, M.1
-
15
-
-
35748964997
-
Simplified probabilistic seismic performance assessment of plan-asymmetric buildings
-
Dolšek M, Fajfar P (2007) Simplified probabilistic seismic performance assessment of plan-asymmetric buildings. Earthq Eng Struct Dyn 36: 2021-2041.
-
(2007)
Earthq Eng Struct Dyn
, vol.36
, pp. 2021-2041
-
-
Dolšek, M.1
Fajfar, P.2
-
17
-
-
43749119400
-
Dynamic collapse analysis for a reinforced concrete frame sustaining shear and axial failures
-
Elwood KJ, Moehle JP (2008) Dynamic collapse analysis for a reinforced concrete frame sustaining shear and axial failures. Earthq Eng Struct Dyn 37: 991-1012.
-
(2008)
Earthq Eng Struct Dyn
, vol.37
, pp. 991-1012
-
-
Elwood, K.J.1
Moehle, J.P.2
-
18
-
-
0001430832
-
A nonlinear analysis method for performance-based seismic design
-
Fajfar P (2000) A nonlinear analysis method for performance-based seismic design. Earthq Spectr 16(3): 573-592.
-
(2000)
Earthq Spectr
, vol.16
, Issue.3
, pp. 573-592
-
-
Fajfar, P.1
-
19
-
-
33748650783
-
Pre- and post-test mathematical modelling of a plan-asymmetric reinforced concrete frame building
-
Fajfar P, Dolšek M, Marušić D, Stratan A (2006) Pre- and post-test mathematical modelling of a plan-asymmetric reinforced concrete frame building. Earthq Eng Struct Dyn 35: 1359-1379.
-
(2006)
Earthq Eng Struct Dyn
, vol.35
, pp. 1359-1379
-
-
Fajfar, P.1
Dolšek, M.2
Marušić, D.3
Stratan, A.4
-
20
-
-
21744457390
-
A non-parametric approach to attenuation relations
-
Fajfar P, Peruš I (1997) A non-parametric approach to attenuation relations. J Earth Eng 1(2): 319-340.
-
(1997)
J Earth Eng
, vol.1
, Issue.2
, pp. 319-340
-
-
Fajfar, P.1
Peruš, I.2
-
24
-
-
78650075842
-
Nonlinear dynamic analysis of reinforced concrete buildings under earthquakes: development of design methodology
-
University of Ljubljana, Ljubljana
-
Fischinger M (1989) Nonlinear dynamic analysis of reinforced concrete buildings under earthquakes: development of design methodology. Doctoral Dissertation, University of Ljubljana, Ljubljana.
-
(1989)
Doctoral Dissertation
-
-
Fischinger, M.1
-
25
-
-
47949085794
-
Cyclic response of slender RC columns typical of precast industrial buildings
-
Fischinger M, Kramar M, Isaković T (2008) Cyclic response of slender RC columns typical of precast industrial buildings. Bull Earthq Eng 6: 519-534.
-
(2008)
Bull Earthq Eng
, vol.6
, pp. 519-534
-
-
Fischinger, M.1
Kramar, M.2
Isaković, T.3
-
26
-
-
0038337895
-
Seismic fragility of reinforced concrete structures using a response surface approach
-
Franchin P, Lupoi A, Pinto PE, Schotanus MIJ (2003) Seismic fragility of reinforced concrete structures using a response surface approach. J Earth Eng 7(Sp. Is. 1): 45-77.
-
(2003)
J Earth Eng
, vol.7
, Issue.Sp. Is. 1
, pp. 45-77
-
-
Franchin, P.1
Lupoi, A.2
Pinto, P.E.3
Schotanus, M.I.J.4
-
28
-
-
35748974591
-
Assessing seismic collapse safety of modern reinforced concrete moment frame buildings
-
Stanford University
-
Haselton CB (2006) Assessing seismic collapse safety of modern reinforced concrete moment frame buildings. Doctoral Dissertation, Stanford University.
-
(2006)
Doctoral Dissertation
-
-
Haselton, C.B.1
-
29
-
-
26444568744
-
Hysteretic models that incorporate strength and stiffness deterioration
-
Ibarra LF, Medina RA, Krawinkler H (2005) Hysteretic models that incorporate strength and stiffness deterioration. Earthq Eng Struct Dyn 34(12): 1489-1511.
-
(2005)
Earthq Eng Struct Dyn
, vol.34
, Issue.12
, pp. 1489-1511
-
-
Ibarra, L.F.1
Medina, R.A.2
Krawinkler, H.3
-
32
-
-
54749131180
-
A distributed shear and flexural flexibility model with shear-flexure interaction for R/C members subjected to seismic loading
-
Mergos PE, Kappos AJ (2008) A distributed shear and flexural flexibility model with shear-flexure interaction for R/C members subjected to seismic loading. Earthq Eng Struct Dyn 37: 1349-1370.
-
(2008)
Earthq Eng Struct Dyn
, vol.37
, pp. 1349-1370
-
-
Mergos, P.E.1
Kappos, A.J.2
-
33
-
-
78650075992
-
-
MidasGen Version 7. 4. 1. MIDAS Information Technologies Co
-
MIDAS (2008) Pushover analysis of RC structures as per EC8: 2004, MidasGen Version 7. 4. 1. MIDAS Information Technologies Co, Ltd, Korea.
-
(2004)
Pushover analysis of RC structures as per EC8: 2004
-
-
-
34
-
-
0031188092
-
Irregularities induced by non-structural masonry panels in framed buildings
-
Negro P, Colombo A (1997) Irregularities induced by non-structural masonry panels in framed buildings. Eng Struct 19(7): 576-585.
-
(1997)
Eng Struct
, vol.19
, Issue.7
, pp. 576-585
-
-
Negro, P.1
Colombo, A.2
-
35
-
-
0030393629
-
PsD test on four-story R/C building designed according to Eurocodes
-
Negro P, Pinto AV, Verzeletti G, Magonette GE (1996) PsD test on four-story R/C building designed according to Eurocodes. J Struct Eng 122(12): 1409-1417.
-
(1996)
J Struct Eng
, vol.122
, Issue.12
, pp. 1409-1417
-
-
Negro, P.1
Pinto, A.V.2
Verzeletti, G.3
Magonette, G.E.4
-
36
-
-
0030214308
-
Effect of infills on the global behaviour of R/C frames: energy considerations from pseudo-dynamic tests
-
Negro P, Verzeletti G (1996) Effect of infills on the global behaviour of R/C frames: energy considerations from pseudo-dynamic tests. Earthq Eng Struct Dyn 25: 753-773.
-
(1996)
Earthq Eng Struct Dyn
, vol.25
, pp. 753-773
-
-
Negro, P.1
Verzeletti, G.2
-
37
-
-
0028669510
-
Prediction of the seismic capacity of RC structural walls by non-parametric multidimensional regression
-
Peruš I, Fajfar P, Grabec I (1994) Prediction of the seismic capacity of RC structural walls by non-parametric multidimensional regression. Earthq Eng Struct Dyn 23: 1139-1155.
-
(1994)
Earthq Eng Struct Dyn
, vol.23
, pp. 1139-1155
-
-
Peruš, I.1
Fajfar, P.2
Grabec, I.3
-
38
-
-
33748654189
-
Flexural deformation capacity of rectangular RC columns determined by the CAE method
-
Peruš I, Poljanšek K, Fajfar P (2006) Flexural deformation capacity of rectangular RC columns determined by the CAE method. Earthq Eng Struct Dyn 35: 1453-1470.
-
(2006)
Earthq Eng Struct Dyn
, vol.35
, pp. 1453-1470
-
-
Peruš, I.1
Poljanšek, K.2
Fajfar, P.3
-
40
-
-
68149150797
-
Hysteretic energy dissipation capacity and the cyclic to monotonic drift ratio for rectangular RC columns in flexure
-
Poljanšek K, Peruš I, Fajfar P (2009) Hysteretic energy dissipation capacity and the cyclic to monotonic drift ratio for rectangular RC columns in flexure. Earthq Eng Struct Dyn 38: 907-928.
-
(2009)
Earthq Eng Struct Dyn
, vol.38
, pp. 907-928
-
-
Poljanšek, K.1
Peruš, I.2
Fajfar, P.3
-
41
-
-
67651033627
-
Seismic response of a RC frame building designed according to old and modern practices
-
Rozman M, Fajfar P (2009) Seismic response of a RC frame building designed according to old and modern practices. Bull Earthq Eng 7: 779-799.
-
(2009)
Bull Earthq Eng
, vol.7
, pp. 779-799
-
-
Rozman, M.1
Fajfar, P.2
-
43
-
-
45749088538
-
Development of bridge rating applications using OpenSees and Tcl
-
Scott MH, Kidarsa A, Higgins C (2008) Development of bridge rating applications using OpenSees and Tcl. J Comput Civ Eng 22(4): 264-271.
-
(2008)
J Comput Civ Eng
, vol.22
, Issue.4
, pp. 264-271
-
-
Scott, M.H.1
Kidarsa, A.2
Higgins, C.3
-
44
-
-
78650076011
-
-
SEISMOSOFT, SeismoSoft Ltd, Messina, Italy
-
SEISMOSOFT (2007) SeismoStruct Version 4. SeismoSoft Ltd, Messina, Italy.
-
(2007)
SeismoStruct Version 4
-
-
-
46
-
-
77952544047
-
Incremental dynamic analysis for estimating seismic performance sensitivity and uncertainty
-
Vamvatsikos D, Fragiadakis M (2010) Incremental dynamic analysis for estimating seismic performance sensitivity and uncertainty. Earthq Eng Struct Dyn 39: 683-703.
-
(2010)
Earthq Eng Struct Dyn
, vol.39
, pp. 683-703
-
-
Vamvatsikos, D.1
Fragiadakis, M.2
-
47
-
-
78650075475
-
Seismic vulnerability of reinforced concrete viaducts with hollow piers
-
University of Ljubljana, Slovenia
-
Zevnik J (2007) Seismic vulnerability of reinforced concrete viaducts with hollow piers. Doctoral Dissertation, University of Ljubljana, Slovenia.
-
(2007)
Doctoral Dissertation
-
-
Zevnik, J.1
|