-
1
-
-
33846033626
-
Criteria for the construction of spectra for seismic design
-
Caracas, Venezula
-
Esteva L. Criteria for the construction of spectra for seismic design. Third Panamerican Symposium on Structures, Caracas, Venezula, 1967.
-
(1967)
Third Panamerican Symposium on Structures
-
-
Esteva, L.1
-
4
-
-
0343128500
-
Impact of ground motion characterisation on conservatism and variability in seismic risk estimates
-
U.S. Nuclear Regulatory Commission, Washington, DC
-
Sewell RT, Toro GR, McGuire RK. Impact of ground motion characterisation on conservatism and variability in seismic risk estimates. NUREG/ CR-6467, U.S. Nuclear Regulatory Commission, Washington, DC, 1991.
-
(1991)
NUREG/ CR-6467
-
-
Sewell, R.T.1
Toro, G.R.2
McGuire, R.K.3
-
5
-
-
0009063882
-
Basis for seismic provisions of Doe-Std-1020
-
Lawrence Livermore National Laboratory and Brookhaven National Laboratory
-
Kennedy RP, Short SA. Basis for seismic provisions of Doe-Std-1020. Ucrl-Cr-111478 and Bnl-52418. Lawrence Livermore National Laboratory and Brookhaven National Laboratory, 1994.
-
(1994)
Ucrl-Cr-111478 and Bnl-52418
-
-
Kennedy, R.P.1
Short, S.A.2
-
7
-
-
0003936224
-
Probabilistic seismic demand analysis of nonlinear structures
-
Report No. RMS-35, RMS Program, Stanford University, Stanford, CA
-
Shome N, Cornell CA. Probabilistic seismic demand analysis of nonlinear structures. Report No. RMS-35, RMS Program, Stanford University, Stanford, CA, 1999.
-
(1999)
-
-
Shome, N.1
Cornell, C.A.2
-
8
-
-
3042587133
-
-
Ph.D. Dissertation, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, U.S.A
-
Jalayer F. Direct probabilistic seismic analysis: implementing non-linear dynamic assessments. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, U.S.A., 2003.
-
(2003)
Direct probabilistic seismic analysis: Implementing non-linear dynamic assessments
-
-
Jalayer, F.1
-
9
-
-
34548287556
-
Incremental dynamic analysis applied to seismic financial risk assessment of bridges
-
in press. DOI: 10.1016 /j.engstrut.2006.12.015
-
Mander JB, Dhakal RP, Mashiko N, Solberg KM. Incremental dynamic analysis applied to seismic financial risk assessment of bridges. Engineering Structures, in press. DOI: 10.1016 /j.engstrut.2006.12.015
-
Engineering Structures
-
-
Mander, J.B.1
Dhakal, R.P.2
Mashiko, N.3
Solberg, K.M.4
-
10
-
-
57649098367
-
Probabilistic seismic evaluation of reinforced concrete structural components and systems
-
No. 2006 /04, Stanford University, Stanford, CA, U.S.A
-
Lee TH, Mosalam K. Probabilistic seismic evaluation of reinforced concrete structural components and systems. PEER Report No. 2006 /04, Stanford University, Stanford, CA, U.S.A., http:/ /peer.berkeley.edu
-
PEER Report
-
-
Lee, T.H.1
Mosalam, K.2
-
11
-
-
29644435925
-
Modelling considerations in probabilistic performance-based seismic evaluation: Case study of the 1-880 viaduct
-
Kunnath SK, Larson L, Miranda E. Modelling considerations in probabilistic performance-based seismic evaluation: case study of the 1-880 viaduct. Earthquake Engineering and Structural Dynamics 2006; 35(1):57-75.
-
(2006)
Earthquake Engineering and Structural Dynamics
, vol.35
, Issue.1
, pp. 57-75
-
-
Kunnath, S.K.1
Larson, L.2
Miranda, E.3
-
14
-
-
18744369176
-
On the use of logic trees for ground-motion prediction equations in seismic hazard assessment
-
Bommer JJ, Scherbaurn F. Bungum H, Cotton F, Sabetta F, Abrahamson NA. On the use of logic trees for ground-motion prediction equations in seismic hazard assessment. Bulletin of the Seismological Society of America 2005; 95(2):377-389.
-
(2005)
Bulletin of the Seismological Society of America
, vol.95
, Issue.2
, pp. 377-389
-
-
Bommer, J.J.1
Scherbaurn, F.2
Bungum, H.3
Cotton, F.4
Sabetta, F.5
Abrahamson, N.A.6
-
17
-
-
0004079829
-
-
Computer Program Library, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand
-
Carr AJ. Ruaumoko: Inelastic Dynamic Computer Program. Computer Program Library, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2004.
-
(2004)
Ruaumoko: Inelastic Dynamic Computer Program
-
-
Carr, A.J.1
-
18
-
-
85009304557
-
-
Otani S. SAKE, a computer program for inelastic response of R/C frames to earthquakes. Report UILU-Eng-74-2029, Civil Engineering Studies, University of Illinois at Urbana-Champaign, 1974.
-
Otani S. SAKE, a computer program for inelastic response of R/C frames to earthquakes. Report UILU-Eng-74-2029, Civil Engineering Studies, University of Illinois at Urbana-Champaign, 1974.
-
-
-
-
19
-
-
34247266092
-
Bidirectional pseudodynamic tests of bridge piers designed to different standards
-
Dhakal RP, Mander JB, Mashiko N. Bidirectional pseudodynamic tests of bridge piers designed to different standards. Journal of Bridge Engineering (ASCE) 2007; 12(3):284-295.
-
(2007)
Journal of Bridge Engineering (ASCE
, vol.12
, Issue.3
, pp. 284-295
-
-
Dhakal, R.P.1
Mander, J.B.2
Mashiko, N.3
-
21
-
-
34250730580
-
-
Ph.D. Thesis, John A. Blume Earthquake Engineering Centre, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA
-
Aslani H. Probabilistic earthquake loss estimation and loss disaggregation in buildings. Ph.D. Thesis, John A. Blume Earthquake Engineering Centre, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2005; 382.
-
(2005)
Probabilistic earthquake loss estimation and loss disaggregation in buildings
, pp. 382
-
-
Aslani, H.1
-
22
-
-
35948971604
-
Seismic drift demands for two SMRF structures with brittle connections
-
Elsevier: Oxford, England, Paper T158-3
-
Luco N, Cornell CA. Seismic drift demands for two SMRF structures with brittle connections. Structural Engineering World Wide. Elsevier: Oxford, England, 1998, Paper T158-3.
-
(1998)
Structural Engineering World Wide
-
-
Luco, N.1
Cornell, C.A.2
-
23
-
-
2942672723
-
Applied incremental dynamic analysis
-
Vamvatsikos D, Cornell CA. Applied incremental dynamic analysis. Earthquake Spectra 2004; 20(2):523-553.
-
(2004)
Earthquake Spectra
, vol.20
, Issue.2
, pp. 523-553
-
-
Vamvatsikos, D.1
Cornell, C.A.2
-
26
-
-
85009307578
-
-
Bradley BA, Dhaka] RP, Mander JB. Parametric structure specific seismic loss estimation. Fourth International Conference on Urban Earthquake Engineering, Tokyo, Japan, 2007; 45-52, Keynote lecture.
-
Bradley BA, Dhaka] RP, Mander JB. Parametric structure specific seismic loss estimation. Fourth International Conference on Urban Earthquake Engineering, Tokyo, Japan, 2007; 45-52, Keynote lecture.
-
-
-
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