-
2
-
-
0028096452
-
Reliability and response control of R/C buildings
-
ASCR, Reston, Va
-
Ang, A. H.-S., and de Leon, D. (1994). "Reliability and response control of R/C buildings." Proc., ASCE Structures Congress XII, ASCR, Reston, Va, 2, 1593-1599.
-
(1994)
Proc., ASCE Structures Congress XII
, vol.2
, pp. 1593-1599
-
-
Ang, A.H.-S.1
De Leon, D.2
-
4
-
-
0020102647
-
Seismic safety of reinforced concrete members and structures
-
Banon, H., and Veneziano, D. (1982). "Seismic safety of reinforced concrete members and structures." Earthquake Eng. Struct. Dyn., 10, 179-193.
-
(1982)
Earthquake Eng. Struct. Dyn.
, vol.10
, pp. 179-193
-
-
Banon, H.1
Veneziano, D.2
-
5
-
-
0002516089
-
Issues and future directions in the use of an energy approach for seismic-resistant design of structures
-
P. Fajfar and H. Krawinkler, eds., Elsevier Applied Science, London
-
Bertero, V. V., and Uang, C.-M. (1992). "Issues and future directions in the use of an energy approach for seismic-resistant design of structures." Nonlinear seismic analysis and design of reinforced concrete buildings, P. Fajfar and H. Krawinkler, eds., Elsevier Applied Science, London, 3-22.
-
(1992)
Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings
, pp. 3-22
-
-
Bertero, V.V.1
Uang, C.-M.2
-
6
-
-
10844223273
-
Seismic design implications of hysteretic behavior of reinforced concrete structural walls
-
India
-
Bertero, V. V, Popov, E. P., Wang, T. Y., and Vallenas, J. (1977). "Seismic design implications of hysteretic behavior of reinforced concrete structural walls." Proc., 6th World Conf. on Earthquake Engineering, India, II, 1898-1904.
-
(1977)
Proc., 6th World Conf. on Earthquake Engineering
, vol.2
, pp. 1898-1904
-
-
Bertero, V.V.1
Popov, E.P.2
Wang, T.Y.3
Vallenas, J.4
-
7
-
-
37549012687
-
Evaluation of damage potential of recorded earthquake ground motion
-
Bozorgnia, Y, and Bertero, V. V. (2001a). "Evaluation of damage potential of recorded earthquake ground motion." 96th Annual Meeting of Seismological Society of America, Seismol. Res. Lett., 74, 312.
-
(2001)
96th Annual Meeting of Seismological Society of America, Seismol. Res. Lett.
, vol.74
, pp. 312
-
-
Bozorgnia, Y.1
Bertero, V.V.2
-
8
-
-
0038041273
-
Improved shaking and damage parameters for post-earthquake applications
-
Los Angeles
-
Bozorgnia, Y., and Bertero, V. V. (2001b). "Improved shaking and damage parameters for post-earthquake applications." Proc., SMIP01 Seminar on Utilization of Strong-Motion Data, Los Angeles, 1-22.
-
(2001)
Proc., SMIP01 Seminar on Utilization of Strong-Motion Data
, pp. 1-22
-
-
Bozorgnia, Y.1
Bertero, V.V.2
-
9
-
-
0037501187
-
Vertical ground motion: Characteristics, relationsliip with horizontal component, and building code implications
-
Bozorgnia, Y., Campbell, K. W., and Niazi, M. (1999). "Vertical ground motion: Characteristics, relationsliip with horizontal component, and building code implications." Proc., SMIP99 Seminar on Utilization of Strong-Motion Data, 23-49.
-
(1999)
Proc., SMIP99 Seminar on Utilization of Strong-Motion Data
, pp. 23-49
-
-
Bozorgnia, Y.1
Campbell, K.W.2
Niazi, M.3
-
10
-
-
10844242595
-
-
Rep. No. SSC 94-06, Proposition 122, Product 3.2. State of California Seismic Safety Commission, Sacramento, Calif.
-
California Seismic Safety Commission. (1996). " 1994 Northridge earthquake building case studies project." Rep. No. SSC 94-06, Proposition 122, Product 3.2. State of California Seismic Safety Commission, Sacramento, Calif.
-
(1996)
1994 Northridge Earthquake Building Case Studies Project.
-
-
-
11
-
-
0345941117
-
-
Rep. No. OSMS 94-11D, California SMIF, Division of Mines and Geology, Sacramento, Calif.
-
California Strong Motion Instrumentation Program (CSMIP), (1994). "Processed data for Van Nuys 7-story hotel, from the Northridge earthquake of 17 January 1994." Rep. No. OSMS 94-11D, California SMIF, Division of Mines and Geology, Sacramento, Calif.
-
(1994)
Processed Data for Van Nuys 7-story Hotel, from the Northridge Earthquake of 17 January 1994
-
-
-
12
-
-
0003312445
-
New empirical models for predicting near-source horizontal, vertical, and V/H response spectra: Implications for design
-
Palm Springs, Calif.
-
Campbell, K. W., and Bozorgnia, Y. (2000). "New empirical models for predicting near-source horizontal, vertical, and V/H response spectra: Implications for design." Proc., 6th Int. Conf. on Seismic Zonation, Palm Springs, Calif.
-
(2000)
Proc., 6th Int. Conf. on Seismic Zonation
-
-
Campbell, K.W.1
Bozorgnia, Y.2
-
13
-
-
0028977375
-
Energy-based linear damage model for high-intensity seismic loading
-
Chai, Y. H., Romstad, K. M., and Bird, S. M. (1995). "Energy-based linear damage model for high-intensity seismic loading." J. Struct. Eng., 121(5), 857-864.
-
(1995)
J. Struct. Eng.
, vol.121
, Issue.5
, pp. 857-864
-
-
Chai, Y.H.1
Romstad, K.M.2
Bird, S.M.3
-
14
-
-
0027686909
-
The use of damage functional in earthquake engineering: A comparison between different methods
-
Cosenza, E., Manfredi, G., and Ramasco, R. (1993). "The use of damage functional in earthquake engineering: A comparison between different methods." Earthquake Eng. Struct. Dyn., 22, 855-868.
-
(1993)
Earthquake Eng. Struct. Dyn.
, vol.22
, pp. 855-868
-
-
Cosenza, E.1
Manfredi, G.2
Ramasco, R.3
-
15
-
-
84872593180
-
1999 Kocaeli, Turkey, earthquake reconnaissance report
-
Earthquake Engineering Research Institute (EERI). (2000). "1999 Kocaeli, Turkey, earthquake reconnaissance report." Earthquake Spectra, 16.
-
(2000)
Earthquake Spectra
, vol.16
-
-
-
16
-
-
0027042410
-
Equivalent ductility factors, taking into account lowcycle fatigue
-
Fajfar, P. (1992). "Equivalent ductility factors, taking into account lowcycle fatigue." Earthquake Eng. Struct. Oyn., 21, 837-848.
-
(1992)
Earthquake Eng. Struct. Oyn.
, vol.21
, pp. 837-848
-
-
Fajfar, P.1
-
17
-
-
0033038468
-
Response-based damage assessment of structures
-
Ghobarah, A., Abou-Elfath, H., and Biddah, A. (1999). "Response-based damage assessment of structures." Earthquake Eng. Struct. Dyn., 28, 79-104.
-
(1999)
Earthquake Eng. Struct. Dyn.
, vol.28
, pp. 79-104
-
-
Ghobarah, A.1
Abou-Elfath, H.2
Biddah, A.3
-
19
-
-
0031126932
-
Drift spectrum: Measure of demand for earthquake ground motions
-
Iwan, W. D. (1997). "Drift spectrum: Measure of demand for earthquake ground motions." J. Struct. Eng., 123(4), 397-404.
-
(1997)
J. Struct. Eng.
, vol.123
, Issue.4
, pp. 397-404
-
-
Iwan, W.D.1
-
20
-
-
10844244381
-
Seismic damage evaluation treated as a low-cycle fatigue process
-
P. Fajfar and H. Krawinkler, eds., Balkema, Rotterdam, The Netherlands
-
Kratzig, W. B., and Meskouris, K. (1997). "Seismic damage evaluation treated as a low-cycle fatigue process." Seismic design methodologies for the next generation of codes, P. Fajfar and H. Krawinkler, eds., Balkema, Rotterdam, The Netherlands, 139-149.
-
(1997)
Seismic Design Methodologies for the Next Generation of Codes
, pp. 139-149
-
-
Kratzig, W.B.1
Meskouris, K.2
-
21
-
-
0020250653
-
Cumulative damage in steel structures subjected to earthquake ground motion
-
Krawinkler, H., and Zohrei, M. (1983). "Cumulative damage in steel structures subjected to earthquake ground motion." Comput. Struct., 16, 531-541.
-
(1983)
Comput. Struct.
, vol.16
, pp. 531-541
-
-
Krawinkler, H.1
Zohrei, M.2
-
22
-
-
10844235327
-
Dissemination of strong-motion data via Internet quick report and Internet data report at the CISN engineering data center
-
Los Angeles
-
Lin, K.-W., Shakal, A., Huang, M., Stephens, C., and Savage, W. (2002). "Dissemination of strong-motion data via Internet quick report and Internet data report at the CISN engineering data center." Proc., SMIP02 Seminar on Utilization of Strong-Motion Data, Los Angeles, 115-126.
-
(2002)
Proc., SMIP02 Seminar on Utilization of Strong-Motion Data
, pp. 115-126
-
-
Lin, K.-W.1
Shakal, A.2
Huang, M.3
Stephens, C.4
Savage, W.5
-
23
-
-
0017244420
-
Problems in establishing and predicting ductility in aseismic design
-
St. Louis
-
Mahin, S. A., and Bertero, V. V. (1976). "Problems in establishing and predicting ductility in aseismic design." Proc., Int. Symp. on Earthquake Structural Engineering, St. Louis, 613-628.
-
(1976)
Proc., Int. Symp. on Earthquake Structural Engineering
, pp. 613-628
-
-
Mahin, S.A.1
Bertero, V.V.2
-
24
-
-
0019615164
-
An evaluation of inelastic seismic design spectra
-
Mahin, S. A., and Bertero, V. V. (1981). "An evaluation of inelastic seismic design spectra." J. Struct. Div., ASCE, 107(9), 1777-1795.
-
(1981)
J. Struct. Div., ASCE
, vol.107
, Issue.9
, pp. 1777-1795
-
-
Mahin, S.A.1
Bertero, V.V.2
-
25
-
-
0003574683
-
-
Rep. No. UCB/EERC-83/17, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
-
Mahin, S. A., and Lin, J. (1983), "Construction of inelastic response spectra for single-degree-of-freedom systems." Rep. No. UCB/EERC-83/17, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
-
(1983)
Construction of Inelastic Response Spectra for Single-degree-of-freedom Systems.
-
-
Mahin, S.A.1
Lin, J.2
-
26
-
-
0003611201
-
-
Rep. No. 135, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, Calif.
-
Mehanny, S. S. F. and Deierlein, G. G. (2000). "Modeling of assessment of seismic performance of composite frames with reinforced concrete columns and steel beams." Rep. No. 135, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, Calif.
-
(2000)
Modeling of Assessment of Seismic Performance of Composite Frames with Reinforced Concrete Columns and Steel Beams.
-
-
Mehanny, S.S.F.1
Deierlein, G.G.2
-
27
-
-
0343944898
-
Damage prediction in reinforced concrete frames under seismic actions
-
Meyer, I. F., Kratzig, W. B., Stangenberg, F., and Meskouris, K. (1988). "Damage prediction in reinforced concrete frames under seismic actions." Eur. Earthquake Eng., 2(3), 9-15.
-
(1988)
Eur. Earthquake Eng.
, vol.2
, Issue.3
, pp. 9-15
-
-
Meyer, I.F.1
Kratzig, W.B.2
Stangenberg, F.3
Meskouris, K.4
-
28
-
-
10844226190
-
Performance assessment for a reinforced concrete frame building
-
Moehle, J. P., Li, Y. R., Lynn, A., and Browning, J. (1997). "Performance assessment for a reinforced concrete frame building." Proc., NEHRP Conf. and Workshop on Research on the Northridge, California, Earthquake of January 17, 1994, III-A, 140-156.
-
(1997)
Proc., NEHRP Conf. and Workshop on Research on the Northridge, California, Earthquake of January 17, 1994
, vol.3 A
, pp. 140-156
-
-
Moehle, J.P.1
Li, Y.R.2
Lynn, A.3
Browning, J.4
-
29
-
-
0022043291
-
Mechanistic seismic damage model for reinforced concrete
-
Park, Y. J., and Ang, A. H.-S. (1985). "Mechanistic seismic damage model for reinforced concrete." J. Struct. Eng., 111(4), 722-739.
-
(1985)
J. Struct. Eng.
, vol.111
, Issue.4
, pp. 722-739
-
-
Park, Y.J.1
Ang, A.H.-S.2
-
30
-
-
0023295940
-
Damage-limiting aseismic design of buildings
-
Park, Y. J., Ang, A. H.-S., and Wen, Y. K. (1987). "Damage-limiting aseismic design of buildings." Earthquake Spectra, 3(1), 1-26.
-
(1987)
Earthquake Spectra
, vol.3
, Issue.1
, pp. 1-26
-
-
Park, Y.J.1
Ang, A.H.-S.2
Wen, Y.K.3
-
31
-
-
0024164349
-
Seismic damage prediction by deterministic methods: Concepts and procedures
-
Powell, G. H., and Allahabadi, R. (1988). "Seismic damage prediction by deterministic methods: Concepts and procedures." Earthquake Eng. Struct. Dyn., 16, 719-734.
-
(1988)
Earthquake Eng. Struct. Dyn.
, vol.16
, pp. 719-734
-
-
Powell, G.H.1
Allahabadi, R.2
-
33
-
-
0003871457
-
-
Rep., 7th Ed., Seismology Committee, SEAOC
-
Structural Engineers Association of California (SEAOC), (1999). "Recommended lateral force requirements and commentary." Rep., 7th Ed., Seismology Committee, SEAOC.
-
(1999)
Recommended Lateral Force Requirements and Commentary
-
-
-
34
-
-
0003635772
-
-
Report No. UCB/EERC-88/13, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
-
Uang, C.-M., and Bertero, V. V. (1988). "Implications of recorded earthquake ground motions on seismic design of building structures." Report No. UCB/EERC-88/13, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
-
(1988)
Implications of Recorded Earthquake Ground Motions on Seismic Design of Building Structures
-
-
Uang, C.-M.1
Bertero, V.V.2
-
37
-
-
0043262759
-
TriNet 'ShakeMaps': Rapid generation of peak ground motion and intensity maps for earthquakes in southern California
-
Wald, D. J., Quitoriano, V., Heaton, T. H., Kanamori, H., Scrivner, C. W., and Worden, C. B. (1999). "TriNet 'ShakeMaps': Rapid generation of peak ground motion and intensity maps for earthquakes in southern California." Earthquake Spectra, 15(3), 537-555.
-
(1999)
Earthquake Spectra
, vol.15
, Issue.3
, pp. 537-555
-
-
Wald, D.J.1
Quitoriano, V.2
Heaton, T.H.3
Kanamori, H.4
Scrivner, C.W.5
Worden, C.B.6
-
38
-
-
0000035630
-
Seismic damage indices for concrete structures: A state-of-the-art review
-
Williams, M. S., and Sexsmith, R. G. (1995). "Seismic damage indices for concrete structures: A state-of-the-art review." Earthquake Spectra, 11(2), 319-349.
-
(1995)
Earthquake Spectra
, vol.11
, Issue.2
, pp. 319-349
-
-
Williams, M.S.1
Sexsmith, R.G.2
|