-
2
-
-
33745895329
-
Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA
-
Vamvatsikos D, Cornell CA. Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA. Earthquake Engineering and Structural Dynamics 2006; 35(9): 1097-1117.
-
(2006)
Earthquake Engineering and Structural Dynamics
, vol.35
, Issue.9
, pp. 1097-1117
-
-
Vamvatsikos, D.1
Cornell, C.A.2
-
3
-
-
33751508384
-
Approximate incremental dynamic analysis using the modal pushover analysis procedure
-
Han SW, Chopra AK. Approximate incremental dynamic analysis using the modal pushover analysis procedure. Earthquake Engineering and Structural Dynamics 2006; 35(15): 1853-1873.
-
(2006)
Earthquake Engineering and Structural Dynamics
, vol.35
, Issue.15
, pp. 1853-1873
-
-
Han, S.W.1
Chopra, A.K.2
-
4
-
-
0036498291
-
A modal pushover analysis procedure for estimating seismic demands for buildings
-
Chopra AK, Goel RK. A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering and Structural Dynamics 2002; 31(3): 561-582.
-
(2002)
Earthquake Engineering and Structural Dynamics
, vol.31
, Issue.3
, pp. 561-582
-
-
Chopra, A.K.1
Goel, R.K.2
-
5
-
-
10444228282
-
Simplified non-linear seismic analysis of infilled concrete frames
-
Dolšek M, Fajfar P. Simplified non-linear seismic analysis of infilled concrete frames. Earthquake Engineering and Structural Dynamics 2005; 34(1): 49-66.
-
(2005)
Earthquake Engineering and Structural Dynamics
, vol.34
, Issue.1
, pp. 49-66
-
-
Dolšek, M.1
Fajfar, P.2
-
6
-
-
0001430832
-
A nonlinear analysis method for performance-based seismic design
-
Fajfar P. A nonlinear analysis method for performance-based seismic design. Earthquake Spectra 2000; 16(3): 573-592.
-
(2000)
Earthquake Spectra
, vol.16
, Issue.3
, pp. 573-592
-
-
Fajfar, P.1
-
7
-
-
34247475833
-
Probabilistic fragility analysis parameterized by fundamental response quantities
-
Jeong S-H, Elnashai AS. Probabilistic fragility analysis parameterized by fundamental response quantities. Engineering Structures 2007; 29(6): 1238-1251.
-
(2007)
Engineering Structures
, vol.29
, Issue.6
, pp. 1238-1251
-
-
Jeong, S.-H.1
Elnashai, A.S.2
-
10
-
-
77958466191
-
Enhanced displacement coefficient method for degrading multi-degree-of-freedom systems
-
Erduran E, Kunnath SK. Enhanced displacement coefficient method for degrading multi-degree-of-freedom systems. Earthquake Spectra 2010; 26(2): 311-326.
-
(2010)
Earthquake Spectra
, vol.26
, Issue.2
, pp. 311-326
-
-
Erduran, E.1
Kunnath, S.K.2
-
11
-
-
0034298759
-
Inelastic displacement ratios for structures on firm sites
-
Miranda E. Inelastic displacement ratios for structures on firm sites. Journal of Structural Engineering 2000; 126(10): 1150-1159.
-
(2000)
Journal of Structural Engineering
, vol.126
, Issue.10
, pp. 1150-1159
-
-
Miranda, E.1
-
12
-
-
34247252430
-
Construction informatics in European research: topics and agendas
-
Turk Ž. Construction informatics in European research: topics and agendas. Journal of Computing in Civil Engineering 2007; 21(3): 211-219.
-
(2007)
Journal of Computing in Civil Engineering
, vol.21
, Issue.3
, pp. 211-219
-
-
Turk, Z.1
-
13
-
-
29644444675
-
-
OpenSees. Pacific Earthquake Engineering Research Center: Berkeley, California, (last accessed August 2011).
-
OpenSees. Open System for Earthquake Engineering Simulation. Pacific Earthquake Engineering Research Center: Berkeley, California, 2011 http://opensees.berkeley.edu/ (last accessed August 2011).
-
(2011)
Open System for Earthquake Engineering Simulation
-
-
-
14
-
-
84870954850
-
-
Mathpages. Boolean Expansion as Linear Interpolation, Available from:
-
Mathpages. Boolean Expansion as Linear Interpolation, 2008. (Available from: http://www.mathpages.com/home/kmath089.htm)
-
(2008)
-
-
-
16
-
-
84870924915
-
A toolbox and web application for the seismic performance assessment of Buildings
-
Dolšek (ed.). Springer: New York, Available from:
-
Dolšek M, Klinc R, Dolenc M, Brozovič M, Peruš I. A toolbox and web application for the seismic performance assessment of Buildings. Protection of Built Environment Against Earthquakes, Dolšek (ed.). Springer: New York, 2011; 233-257. (Available from: http://www.springer.com/earth+sciences+and+geography/environmental+science+%26+engineering/book/978-94-007-1447-2)
-
(2011)
Protection of Built Environment Against Earthquakes
, pp. 233-257
-
-
Dolšek, M.1
Klinc, R.2
Dolenc, M.3
Brozovič, M.4
Peruš, I.5
-
17
-
-
84870874703
-
-
Fardis MN (ed.). Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions. ECOEST/PREC 8 Rep. No. 6, LNEC, Lisbon
-
Fardis MN (ed.). Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions. ECOEST/PREC 8 Rep. No. 6, LNEC, Lisbon, 1996.
-
(1996)
-
-
-
18
-
-
0030393629
-
PsD test on four-story R/C building designed according to Eurocodes
-
Negro P, Pinto AV, Verzeletti G, Magonette GE. PsD test on four-story R/C building designed according to Eurocodes. Journal of Structural Engineering 1996; 122(12): 1409-1417.
-
(1996)
Journal of Structural Engineering
, vol.122
, Issue.12
, pp. 1409-1417
-
-
Negro, P.1
Pinto, A.V.2
Verzeletti, G.3
Magonette, G.E.4
-
19
-
-
78650076244
-
Development of computing environment for the seismic performance assessment of reinforced concrete frames by using simplified nonlinear models
-
Dolsek M. Development of computing environment for the seismic performance assessment of reinforced concrete frames by using simplified nonlinear models. Bulletin of Earthquake Engineering 2010; 8(6): 1309-1329.
-
(2010)
Bulletin of Earthquake Engineering
, vol.8
, Issue.6
, pp. 1309-1329
-
-
Dolsek, M.1
-
20
-
-
33748654189
-
Flexural deformation capacity of rectangular RC columns determined by the CAE method
-
Peruš I, Poljanšek K, Fajfar P. Flexural deformation capacity of rectangular RC columns determined by the CAE method. Earthquake Engineering and Structural Dynamics 2006; 35(9): 1453-1470.
-
(2006)
Earthquake Engineering and Structural Dynamics
, vol.35
, Issue.9
, pp. 1453-1470
-
-
Peruš, I.1
Poljanšek, K.2
Fajfar, P.3
-
22
-
-
0032040715
-
Pros and cons of a pushover analysis of seismic performance evaluation
-
Krawinkler H, Seneviratna GDPK. Pros and cons of a pushover analysis of seismic performance evaluation. Engineering Structures 1998; 20(4-6): 452-464.
-
(1998)
Engineering Structures
, vol.20
, Issue.4-6
, pp. 452-464
-
-
Krawinkler, H.1
Seneviratna, G.D.P.K.2
-
23
-
-
79955512494
-
Three-dimensional modal pushover analysis of buildings subjected to two components of ground motion, including its evaluation for tall buildings
-
Reyes CJ, Chopra AK. Three-dimensional modal pushover analysis of buildings subjected to two components of ground motion, including its evaluation for tall buildings. Earthquake Engineering and Structural Dynamics 2011; 40: 789-806.
-
(2011)
Earthquake Engineering and Structural Dynamics
, vol.40
, pp. 789-806
-
-
Reyes, C.J.1
Chopra, A.K.2
-
24
-
-
80054951976
-
The extended N2 method taking into account higher mode effects in elevation
-
Kreslin M, Fajfar P. The extended N2 method taking into account higher mode effects in elevation. Earthquake Engineering and Structural Dynamics 2011; 40: 1571-1589.
-
(2011)
Earthquake Engineering and Structural Dynamics
, vol.40
, pp. 1571-1589
-
-
Kreslin, M.1
Fajfar, P.2
-
25
-
-
79956142937
-
The applicability of the N2 method to the estimation of torsional effects in asymmetric base-isolated buildings
-
Koren D, Kilar V. The applicability of the N2 method to the estimation of torsional effects in asymmetric base-isolated buildings. Earthquake Engineering and Structural Dynamics 2011; 40: 867-886.
-
(2011)
Earthquake Engineering and Structural Dynamics
, vol.40
, pp. 867-886
-
-
Koren, D.1
Kilar, V.2
|