-
1
-
-
0003558198
-
-
Report no. EERC/UCB-91/15, Earthquake Engrg. Res. Ctr., Univ. of California at Berkeley, Berkeley, Calif
-
Bertero, V. V., Anderson, J. C., Krawinkler, H., and Miranda, E. (1991). "Design guidelines for ductility and drift limits." Report no. EERC/UCB-91/15, Earthquake Engrg. Res. Ctr., Univ. of California at Berkeley, Berkeley, Calif.
-
(1991)
Design Guidelines for Ductility and Drift Limits.
-
-
Bertero, V.V.1
Erson, J.C.2
Krawinkler, H.3
Miranda, E.4
-
2
-
-
0023104478
-
Inelastic earthquake spectra
-
Elghadamsi, F. E., and Mohraz, B. (1987). "Inelastic earthquake spectra." Earthquake Engrg. and Struct. Dynamics, 15(2), 91-104.
-
(1987)
Earthquake Engrg. And Struct. Dynamics
, vol.15
, Issue.2
, pp. 91-104
-
-
Elghadamsi, F.E.1
Mohraz, B.2
-
3
-
-
12444281780
-
-
CSMIP-1990, California Dept. of Conservation, Sacramento, Calif
-
Krawinkler, H., and Nassar, A. (1990). "Strength and ductility demands for SDOF and MDOF systems subjected to Whittier Narrows earthquake ground motions." CSMIP-1990, California Dept. of Conservation, Sacramento, Calif.
-
(1990)
Strength and Ductility Demands for SDOF and MDOF Systems Subjected to Whittier Narrows Earthquake Ground Motions.
-
-
Krawinkler, H.1
Nassar, A.2
-
4
-
-
0043160236
-
"Effects of soft soils on design spectra
-
Krawinkler, H., and Rahnama, M. (1992). "Effects of soft soils on design spectra." Proc., 10th World Conf. on Earthquake Engrg., Int. Assoc. for Earthquake Engrg., Madrid, Spain, 10, 5841-5846.
-
(1992)
Proc., 10th World Conf. On Earthquake Engrg., Int. Assoc. For Earthquake Engrg., Madrid, Spain
, vol.10
, pp. 5841-5846
-
-
Krawinkler, H.1
Rahnama, M.2
-
5
-
-
84930118578
-
-
CSMIP-1991, California Dept. of Conservation, Sacramento, Calif
-
Miranda, E., and Bertero, V. V. (1991). "Evaluation of structural response factors using ground motions recorded during the Loma Prieta earthquake." CSMIP-1991, California Dept. of Conservation, Sacramento, Calif.
-
(1991)
Evaluation of Structural Response Factors Using Ground Motions Recorded during the Loma Prieta Earthquake.
-
-
Miranda, E.1
Bertero, V.V.2
-
6
-
-
0003808591
-
-
PhD thesis, University of California at Berkeley, Berkeley, Calif
-
Miranda, E. (1991). "Seismic evaluation and upgrading of existing buildings," PhD thesis, University of California at Berkeley, Berkeley, Calif.
-
(1991)
Seismic Evaluation and Upgrading of Existing Buildings,
-
-
Miranda, E.1
-
7
-
-
0027788402
-
Evaluation of site-dependent inelastic seismic design spectra
-
ASCE
-
Miranda, E. (1993). "Evaluation of site-dependent inelastic seismic design spectra." J. Struct. Engrg., ASCE, 119(5), 1319-1338.
-
(1993)
J. Struct. Engrg.
, vol.119
, Issue.5
, pp. 1319-1338
-
-
Miranda, E.1
-
8
-
-
0003816497
-
-
Report no. 95, The John A. Blume Earthquake Engrg. Ctr., Stanford Univ., Stanford, Calif
-
Nassar, A., and Krawinkler, H. (1991). "Seismic demands for SDOF and MDOF systems." Report no. 95, The John A. Blume Earthquake Engrg. Ctr., Stanford Univ., Stanford, Calif.
-
(1991)
Seismic Demands for SDOF and MDOF Systems.
-
-
Nassar, A.1
Krawinkler, H.2
-
9
-
-
0008289143
-
-
Build. Res. Series No. 46, Nat. Bureau of Standards, U.S. Dept. of Commerce, Washington, D.C
-
Newmark, N. M., and Hall, W. J. (1973). "Procedures and criteria for earthquake resistant design." Build. Res. Series No. 46, Nat. Bureau of Standards, U.S. Dept. of Commerce, Washington, D.C., 209-236.
-
(1973)
Procedures and Criteria for Earthquake Resistant Design.
, pp. 209-236
-
-
Newmark, N.M.1
Hall, W.J.2
-
10
-
-
0008702778
-
-
Report no. 90, The John A Blume Earthquake Engrg. Ctr., Stanford Univ., Stanford, Calif
-
Osteraas, J. D., and Krawinkler, H. (1990). "Strength and ducility considerations in seismic design." Report no. 90, The John A Blume Earthquake Engrg. Ctr., Stanford Univ., Stanford, Calif.
-
(1990)
Strength and Ducility Considerations in Seismic Design.
-
-
Osteraas, J.D.1
Krawinkler, H.2
-
11
-
-
0343476846
-
A stochastic procedure for nonlinear response spectra
-
Tsukuba, Japan, V
-
Peng, M.-H., Elghadamsi, F. E., and Mohraz, B. (1988). "A stochastic procedure for nonlinear response spectra." Proc., 9th World Conf. on Earthquake Engrg., Int. Assoc. for Earthquake Engrg., Tsukuba, Japan, V, 1069-1074.
-
(1988)
Proc., 9Th World Conf. On Earthquake Engrg., Int. Assoc. For Earthquake Engrg
, pp. 1069-1074
-
-
Peng, M.-H.1
Elghadamsi, F.E.2
Mohraz, B.3
-
12
-
-
85040156312
-
-
Structural Research Series No. 468, Dept. of Civ. Engrg., Univ. of Illinois, Urbana
-
Riddell, R., and Newmark, N. M. (1979). "Statistical analysis of the response of nonlinear systems subjected to earthquakes." Structural Research Series No. 468, Dept. of Civ. Engrg., Univ. of Illinois, Urbana, III.
-
(1979)
Statistical Analysis of the Response of Nonlinear Systems Subjected to Earthquakes.
-
-
Riddell, R.1
Newmark, N.M.2
-
13
-
-
0024717208
-
'Response modification factors for earthquake resistant design of short period structures
-
Riddell, R., Hidalgo, P., and Cruz, E. (1989). "'Response modification factors for earthquake resistant design of short period structures." Earthquake Spectra, 5(3), 571-590.
-
(1989)
Earthquake Spectra
, vol.5
, Issue.3
, pp. 571-590
-
-
Riddell, R.1
Hidalgo, P.2
Cruz, E.3
-
14
-
-
0024717341
-
Magnitude and distance scaling of response spectral shapes for rock sites with applications to North American tectonic environment
-
Silva, W. J., and Green, R. K. (1989). "Magnitude and distance scaling of response spectral shapes for rock sites with applications to North American tectonic environment." Earthquake Spectra, 5(3), 591-603.
-
(1989)
Earthquake Spectra
, vol.5
, Issue.3
, pp. 591-603
-
-
Silva, W.J.1
Green, R.K.2
-
15
-
-
84930138923
-
-
Int. Conf. of Build. Officials, Whittier, Calif
-
Uniform building code. (1988). Int. Conf. of Build. Officials, Whittier, Calif.
-
(1988)
Uniform Building Code
-
-
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