-
2
-
-
0007348224
-
-
Earthquake Engineering Research Center, University of California, Berkeley
-
Mahin SA, Bertero VV, Chopra AK, Collins RG. Response of the Olive View Hospital Main Building during the San Fernando Earthquake. Report No. EERC 76-22, Earthquake Engineering Research Center, University of California, Berkeley, 1976.
-
(1976)
Response of the Olive View Hospital Main Building During the San Fernando Earthquake, Report No. EERC 76-22
-
-
Mahin, S.A.1
Bertero, V.V.2
Chopra, A.K.3
Collins, R.G.4
-
3
-
-
0030923422
-
Modification of empirical strong motion attenuation relations to include the amplitude and duration effects of rupture directivity
-
Somerville PG, Smith NF, Graves RW, Abrahamson NA. Modification of empirical strong motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismological Research Letters 1997; 68:199-222.
-
(1997)
Seismological Research Letters
, vol.68
, pp. 199-222
-
-
Somerville, P.G.1
Smith, N.F.2
Graves, R.W.3
Abrahamson, N.A.4
-
5
-
-
0012105065
-
Ground motion evaluation procedures for performance-based design
-
PEER-2001/09, University of California, Berkeley
-
Stewart JP et al. Ground motion evaluation procedures for performance-based design. PEER-2001/09, University of California, Berkeley, 2001.
-
(2001)
-
-
Stewart, J.P.1
-
8
-
-
0022014829
-
Earthquake ground motions: Implications for designing structures and reconciling structural damage
-
Singh JP. Earthquake ground motions: implications for designing structures and reconciling structural damage. Earthquake Spectra 1995; 1(2):239-270.
-
(1995)
Earthquake Spectra
, vol.1
, Issue.2
, pp. 239-270
-
-
Singh, J.P.1
-
9
-
-
84989045958
-
Conditions that give rise to unusually large long-period ground motions
-
Somerville P, Graves R. Conditions that give rise to unusually large long-period ground motions. Structural Design of Tall Buildings 1993; 2:211-232.
-
(1993)
Structural Design of Tall Buildings
, vol.2
, pp. 211-232
-
-
Somerville, P.1
Graves, R.2
-
10
-
-
33646189422
-
The role of soil in the collapse of 18 piers of Hanshin Expressway in the Kobe Earthquake
-
Mylonakis G, Syngros C, Gazetas G, Tazoh T. The role of soil in the collapse of 18 piers of Hanshin Expressway in the Kobe Earthquake. Earthquake Engineering and Structural Dynamics 2006; 35(5):547-575.
-
(2006)
Earthquake Engineering and Structural Dynamics
, vol.35
, Issue.5
, pp. 547-575
-
-
Mylonakis, G.1
Syngros, C.2
Gazetas, G.3
Tazoh, T.4
-
11
-
-
33751551330
-
Permanent directed deformations of buildings as evidence for a directed near-field pulse in the M6.7 Northridge earthquake of January 17, 1999
-
Los Angeles, California, 20-22 August
-
Paret T, Attala M, Freeman S, Borchardt GA. Permanent directed deformations of buildings as evidence for a directed near-field pulse in the M6.7 Northridge earthquake of January 17, 1999. Proceedings of the NEHRP Conference on Research on the Northridge California Earthquake of January 17, 1994, Los Angeles, California, 20-22 August 1997.
-
(1997)
Proceedings of the NEHRP Conference on Research on the Northridge California Earthquake of January 17 1994
-
-
Paret, T.1
Attala, M.2
Freeman, S.3
Borchardt, G.A.4
-
13
-
-
33751539932
-
Destructiveness of near-field earthquake pulses: Applications in the 1999 Athens, Greece, earthquake
-
Master Thesis, City University of New York
-
Voyagaki E. Destructiveness of near-field earthquake pulses: applications in the 1999 Athens, Greece, earthquake. Master Thesis, City University of New York, 2003.
-
(2003)
-
-
Voyagaki, E.1
-
14
-
-
0012080665
-
Near-fault seismic site response
-
Ph.D. Thesis, Department of Civil Engineering, University of California, Berkeley
-
Rodriguez-Marek A. Near-fault seismic site response. Ph.D. Thesis, Department of Civil Engineering, University of California, Berkeley, 2000.
-
(2000)
-
-
Rodriguez-Marek, A.1
-
16
-
-
3543081575
-
Design procedures for shock isolation systems of underground protective structures
-
Air Force Laboratory, New Mexico, June Technical Documentary Report No. RTD TDR-63-3096
-
Veletsos AS, Newmark NM. Design procedures for shock isolation systems of underground protective structures. Technical Documentary Report No. RTD TDR-63-3096, vol. III, Air Force Laboratory, New Mexico, June 1964.
-
(1964)
, vol.3
-
-
Veletsos, A.S.1
Newmark, N.M.2
-
19
-
-
33751516197
-
Earthquake resistant design - The pulse method
-
New Zealand National Committee on Earthquake Engineering, Wellington, New Zealand
-
Walker GR. Earthquake resistant design - the pulse method. Proceedings of the Third World Conference on Earthquake Engineering, vol. II. New Zealand National Committee on Earthquake Engineering, Wellington, New Zealand, 1965; 683-694.
-
(1965)
Proceedings of the Third World Conference on Earthquake Engineering
, vol.2
, pp. 683-694
-
-
Walker, G.R.1
-
20
-
-
0000132610
-
Near-source ground motion and its effects on flexible buildings
-
Hall JF, Heaton TH, Wald DJ, Halling MW. Near-source ground motion and its effects on flexible buildings. Earthquake Spectra 1995; 11(4):569-605.
-
(1995)
Earthquake Spectra
, vol.11
, Issue.4
, pp. 569-605
-
-
Hall, J.F.1
Heaton, T.H.2
Wald, D.J.3
Halling, M.W.4
-
21
-
-
0031126932
-
Drift spectrum: Measure of demand for earthquake ground motions
-
Iwan WD. Drift spectrum: measure of demand for earthquake ground motions. Journal of Structural Engineering (ASCE) 1997; 123(4):397-404.
-
(1997)
Journal of Structural Engineering (ASCE)
, vol.123
, Issue.4
, pp. 397-404
-
-
Iwan, W.D.1
-
22
-
-
0003296310
-
Ductility and strength demands of near-fault ground motions of the Northridge earthquake
-
National Conference on Earthquake Engineering, EERI, Seattle, Washington
-
Bozorgnia Y, Mahin SA. Ductility and strength demands of near-fault ground motions of the Northridge earthquake. Proceedings of the 6th U.S. National Conference on Earthquake Engineering, EERI, Seattle, Washington, 1998.
-
(1998)
Proceedings of the 6th U.S
-
-
Bozorgnia, Y.1
Mahin, S.A.2
-
23
-
-
0033230642
-
Response of buildings to near-field pulse-like ground motions
-
Malhotra PK. Response of buildings to near-field pulse-like ground motions. Earthquake Engineering and Structural Dynamics 1999; 28(11):1309-1326
-
(1999)
Earthquake Engineering and Structural Dynamics
, vol.28
, Issue.11
, pp. 1309-1326
-
-
Malhotra, P.K.1
-
25
-
-
0004068975
-
Amplification factors to estimate inelastic displacement demands for the design of structures in the near field
-
New Zealand, Paper no. 1561
-
Baez JI, Miranda E. Amplification factors to estimate inelastic displacement demands for the design of structures in the near field. 12th World Conference on Earthquake Engineering, New Zealand, 2000; Paper no. 1561.
-
(2000)
12th World Conference on Earthquake Engineering
-
-
Baez, J.I.1
Miranda, E.2
-
26
-
-
0038176217
-
Importance of severe pulse-type ground motion in performance-based engineering: Historical and critical review
-
New Zealand
-
Sasani M, Bertero VV. Importance of severe pulse-type ground motion in performance-based engineering: historical and critical review. Proceedings of the 12th World Conference on Earthquake Engineering, New Zealand, 2000; 8.
-
(2000)
Proceedings of the 12th World Conference on Earthquake Engineering
, pp. 8
-
-
Sasani, M.1
Bertero, V.V.2
-
27
-
-
33745604632
-
Effects of fling step and forward directivity on seismic response of buildings
-
Kalkan E, Kunnath SK. Effects of fling step and forward directivity on seismic response of buildings. Earthquake Spectra 2006; 22(3):367-390.
-
(2006)
Earthquake Spectra
, vol.22
, Issue.3
, pp. 367-390
-
-
Kalkan, E.1
Kunnath, S.K.2
-
29
-
-
0035397242
-
Isoductile strengths and strength reduction factors of elasto-plastic SDOF systems subjected to simple waveforms
-
Cuesta I, Aschheim MA. Isoductile strengths and strength reduction factors of elasto-plastic SDOF systems subjected to simple waveforms. Earthquake Engineering and Structural Dynamics 2001; 30(7):1043-1059.
-
(2001)
Earthquake Engineering and Structural Dynamics
, vol.30
, Issue.7
, pp. 1043-1059
-
-
Cuesta, I.1
Aschheim, M.A.2
-
30
-
-
0035450235
-
Inelastic response spectra using conventional and pulse R-factors
-
Cuesta I, Aschheim MA. Inelastic response spectra using conventional and pulse R-factors. Journal of Structural Engineering 2001; 127(9):1013-1020.
-
(2001)
Journal of Structural Engineering
, vol.127
, Issue.9
, pp. 1013-1020
-
-
Cuesta, I.1
Aschheim, M.A.2
-
31
-
-
0035533337
-
Yielding oscillator under triangular ground acceleration pulse
-
Mylonakis G, Reinhorn AM. Yielding oscillator under triangular ground acceleration pulse. Journal of Earthquake Engineering 2001; 5(2):225-251.
-
(2001)
Journal of Earthquake Engineering
, vol.5
, Issue.2
, pp. 225-251
-
-
Mylonakis, G.1
Reinhorn, A.M.2
-
32
-
-
0035576388
-
Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions
-
Chopra AK, Chintanapakdee C. Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions. Earthquake Engineering and Structural Dynamics 2001; 30(12): 1769-1789.
-
(2001)
Earthquake Engineering and Structural Dynamics
, vol.30
, Issue.12
, pp. 1769-1789
-
-
Chopra, A.K.1
Chintanapakdee, C.2
-
33
-
-
35548991561
-
An analytical model for near-fault ground motions and the response of SDOF systems
-
Boston, MA, in CD ROM
-
Menun C, Fu Q. An analytical model for near-fault ground motions and the response of SDOF systems. Seventh U.S. National Conference on Earthquake Engineering, Boston, MA, 2002; 7 pages in CD ROM.
-
(2002)
Seventh U.S. National Conference on Earthquake Engineering
, pp. 7
-
-
Menun, C.1
Fu, Q.2
-
34
-
-
3142735149
-
Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems
-
Mavroeidis G, Dong, Papageorgiou A. Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems. Earthquake Engineering and Structural Dynamics 2004; 33(9): 1023-1049.
-
(2004)
Earthquake Engineering and Structural Dynamics
, vol.33
, Issue.9
, pp. 1023-1049
-
-
Mavroeidis, G.1
Dong2
Papageorgiou, A.3
-
35
-
-
2342559851
-
Behavior of moment-resisting frame structures subjected to near-fault ground motions
-
Alavi B, Krawinkler H. Behavior of moment-resisting frame structures subjected to near-fault ground motions. Earthquake Engineering and Structural Dynamics 2004; 33:687-706.
-
(2004)
Earthquake Engineering and Structural Dynamics
, vol.33
, pp. 687-706
-
-
Alavi, B.1
Krawinkler, H.2
-
36
-
-
10444249553
-
The use of simple pulses to estimate inelastic response spectra
-
Cuesta I, Aschheim MA. The use of simple pulses to estimate inelastic response spectra. Journal of Earthquake Engineering 2004; 8(6):865-893.
-
(2004)
Journal of Earthquake Engineering
, vol.8
, Issue.6
, pp. 865-893
-
-
Cuesta, I.1
Aschheim, M.A.2
-
37
-
-
8644235077
-
Characterization of forward-directivity ground motions in the near-fault region
-
Bray JD, Rodriguez-Marek A. Characterization of forward-directivity ground motions in the near-fault region. Soil Dynamics and Earthquake Engineering 2004; 24:815-828.
-
(2004)
Soil Dynamics and Earthquake Engineering
, vol.24
, pp. 815-828
-
-
Bray, J.D.1
Rodriguez-Marek, A.2
-
38
-
-
4444340721
-
Dimensional analysis of bilinear oscillators under pulse-type excitations
-
Makris N, Black CJ. Dimensional analysis of bilinear oscillators under pulse-type excitations. Journal of Engineering Mechanics (ASCE) 2004; 130(9):1019-1031.
-
(2004)
Journal of Engineering Mechanics (ASCE)
, vol.130
, Issue.9
, pp. 1019-1031
-
-
Makris, N.1
Black, C.J.2
-
39
-
-
0000828181
-
Deformation spectra for elastic and elastoplastic systems subjected to ground shock and earthquake motions
-
Wellington, New Zealand
-
Veletsos AS, Newmark NM, Chelapati CV. Deformation spectra for elastic and elastoplastic systems subjected to ground shock and earthquake motions. Proceedings of the Third World Conference on Earthquake Engineering, vol. 2, Wellington, New Zealand, 1965; 663-680.
-
(1965)
Proceedings of the Third World Conference on Earthquake Engineering
, vol.2
, pp. 663-680
-
-
Veletsos, A.S.1
Newmark, N.M.2
Chelapati, C.V.3
-
45
-
-
0000168289
-
Evaluation of strength reduction factors of earthquake-resistant design
-
Miranda E, Bertero V. Evaluation of strength reduction factors of earthquake-resistant design. Earthquake Spectra 1994; 10(2):357-379.
-
(1994)
Earthquake Spectra
, vol.10
, Issue.2
, pp. 357-379
-
-
Miranda, E.1
Bertero, V.2
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