-
1
-
-
30844456329
-
-
Ernst & Sohn, Berlin
-
Androic, B., Dzeba, I., Dujmovic, D. [2000] International Structural Steel Sections. Design Tables according to Eurocode 3, Ernst & Sohn, Berlin.
-
(2000)
International Structural Steel Sections. Design Tables according to Eurocode 3
-
-
Androic, B.1
Dzeba, I.2
Dujmovic, D.3
-
2
-
-
0003799788
-
-
John Wiley & Sons, Inc, New York
-
Ang, A. H.-S. and Tang, W. H. [1975] Probability Concepts in Engineering Planning and Design, Volume I- Basic Principles, John Wiley & Sons, Inc., New York.
-
(1975)
Probability Concepts in Engineering Planning and Design, Volume I- Basic Principles
-
-
Ang, A.H.-S.1
Tang, W.H.2
-
4
-
-
4944264224
-
The use of real earthquake accelerograms as input to dynamic analysis
-
Bommer, J. J. and Acevedo, A. B. [2004] "The use of real earthquake accelerograms as input to dynamic analysis," Journal of Earthquake Engineering, 8(1), 43-91.
-
(2004)
Journal of Earthquake Engineering
, vol.8
, Issue.1
, pp. 43-91
-
-
Bommer, J.J.1
Acevedo, A.B.2
-
5
-
-
0032137772
-
Formulation of duration-dependent seismic design spectrum
-
Chai, Y. H., Fajfar, P., Romstad, K. M. [1998] "Formulation of duration-dependent seismic design spectrum," ASCE, Journal of Structural Engineering, 124(8), 913-921.
-
(1998)
ASCE, Journal of Structural Engineering
, vol.124
, Issue.8
, pp. 913-921
-
-
Chai, Y.H.1
Fajfar, P.2
Romstad, K.M.3
-
6
-
-
0036540736
-
Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines
-
Cornell, C. A., Jalayer, F., Hamburger, R. O., and Foutch, D. A. [2002] "Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines," ASCE, Journal of Structural Engineering, 128(4), 526-533.
-
(2002)
ASCE, Journal of Structural Engineering
, vol.128
, Issue.4
, pp. 526-533
-
-
Cornell, C.A.1
Jalayer, F.2
Hamburger, R.O.3
Foutch, D.A.4
-
7
-
-
0027686909
-
The use of damage functionals in earthquake engineering: A comparison between different methods
-
Cosenza, E., Manfredi, G., and Ramasco, R. [1993] "The use of damage functionals in earthquake engineering: A comparison between different methods," Earthquake Engineering and Structural Dynamics, 22(10), 855-868.
-
(1993)
Earthquake Engineering and Structural Dynamics
, vol.22
, Issue.10
, pp. 855-868
-
-
Cosenza, E.1
Manfredi, G.2
Ramasco, R.3
-
8
-
-
0035450235
-
Inelastic response spectra using conventional and pulse R-factors
-
Cuesta, I. and Aschheim, M. A. [2001] "Inelastic response spectra using conventional and pulse R-factors," ASCE, Journal of Structural Engineering, 127(9), 1013-1020.
-
(2001)
ASCE, Journal of Structural Engineering
, vol.127
, Issue.9
, pp. 1013-1020
-
-
Cuesta, I.1
Aschheim, M.A.2
-
9
-
-
0037297358
-
Simplified R-factor relationships for strong ground motions
-
Cuesta, I., Aschheim, M. A., and Fajfar, P. [2003] "Simplified R-factor relationships for strong ground motions," Earthquake Spectra, 19(1), 25-45.
-
(2003)
Earthquake Spectra
, vol.19
, Issue.1
, pp. 25-45
-
-
Cuesta, I.1
Aschheim, M.A.2
Fajfar, P.3
-
10
-
-
34547304643
-
Earthquake damage estimation using response indices
-
Grundmann, H. and Schueller, G. I. eds, Munich, Germany, A. A. Balkema, Rotterdam
-
th Int. Conf. Structural Dynamics, EURODYN 2002, Grundmann, H. and Schueller, G. I. eds., Munich, Germany, A. A. Balkema, Rotterdam, 2002;2, 1335:1340.
-
(2002)
th Int. Conf. Structural Dynamics, EURODYN 2002
, vol.2
, pp. 1335-1340
-
-
Decanini, I.D.1
Bruno, S.2
Mollaioli, F.3
-
11
-
-
34547324099
-
-
EC3 [1992]. Eurocode 3, Design of steel structures, Part 1.1: General Rules for Buildings, European Prestandard ENV 1993-1-1/1992, European Committee for Standardization (CEN), Brussels.
-
EC3 [1992]. Eurocode 3, Design of steel structures, Part 1.1: General Rules for Buildings, European Prestandard ENV 1993-1-1/1992, European Committee for Standardization (CEN), Brussels.
-
-
-
-
12
-
-
34547282472
-
-
EC8 [2004]. Eurocode 8, Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings, European Standard EN 1998-1, Stage 51 Draft, European Committee for Standardization (CEN), Brussels.
-
EC8 [2004]. Eurocode 8, Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings, European Standard EN 1998-1, Stage 51 Draft, European Committee for Standardization (CEN), Brussels.
-
-
-
-
13
-
-
0030469140
-
Seismic response of composite frames-II. Calculation of behaviour factors
-
Elnashai, A. S., and Broderick, B. M. [1996] "Seismic response of composite frames-II. Calculation of behaviour factors," Engineering Structures, 18(9), 707-723.
-
(1996)
Engineering Structures
, vol.18
, Issue.9
, pp. 707-723
-
-
Elnashai, A.S.1
Broderick, B.M.2
-
14
-
-
34547337415
-
-
FEMA 273 [1997] Building Seismic Safety Council. NEHRP guidelines for the seismic rehabilitation of buildings, Washington (DC): Federal Emergency Management Agency.
-
FEMA 273 [1997] Building Seismic Safety Council. NEHRP guidelines for the seismic rehabilitation of buildings, Washington (DC): Federal Emergency Management Agency.
-
-
-
-
15
-
-
0033038468
-
Response-based damage assessment of structures
-
Ghobarah, A., Abou-Elfath, H., and Biddah, A. [1999] "Response-based damage assessment of structures," Earthquake Engineering and Structural Dynamics, 28(1), 79-104.
-
(1999)
Earthquake Engineering and Structural Dynamics
, vol.28
, Issue.1
, pp. 79-104
-
-
Ghobarah, A.1
Abou-Elfath, H.2
Biddah, A.3
-
16
-
-
0031278169
-
Period formulas for moment resisting frame buildings
-
Goel, R. K., and Chopra, A. K. [1997] "Period formulas for moment resisting frame buildings," ASCE, Journal of Structural Engineering, 123(11), 1454:1461.
-
(1997)
ASCE, Journal of Structural Engineering
, vol.123
, Issue.11
, pp. 1454-1461
-
-
Goel, R.K.1
Chopra, A.K.2
-
17
-
-
34547362061
-
-
Grecea, D., and Dubina, D. [2003] Partial q-factor values for performance based design of MR frames, Behaviour of Steel Structures in Seismic Areas, STESSA 2003, Mazzolani, F. Ed. Naples, Italy, pp. 23-29.
-
Grecea, D., and Dubina, D. [2003] "Partial q-factor values for performance based design of MR frames," Behaviour of Steel Structures in Seismic Areas, STESSA 2003, Mazzolani, F. Ed. Naples, Italy, pp. 23-29.
-
-
-
-
18
-
-
34547366334
-
-
Gupta, A., and Krawinkler, H. [1999] Seismic demands for performance evaluation of steel moment resisting frame structures, John A. Blume Earthquake Engineering Centre Report No. 132, Department of Civil and Environmental Engineering, Stanford University.
-
Gupta, A., and Krawinkler, H. [1999] "Seismic demands for performance evaluation of steel moment resisting frame structures," John A. Blume Earthquake Engineering Centre Report No. 132, Department of Civil and Environmental Engineering, Stanford University.
-
-
-
-
19
-
-
0032658923
-
Evaluation of behaviour factors on the basis of ductility and overstrength studies
-
Kappos, A. J. [1999] "Evaluation of behaviour factors on the basis of ductility and overstrength studies," Engineering Structures, 21(9):823-835.
-
(1999)
Engineering Structures
, vol.21
, Issue.9
, pp. 823-835
-
-
Kappos, A.J.1
-
20
-
-
34547316203
-
-
Karabalis, D. L, Cokkinides, G. J, Rizos, D. C, 1992] Seismic Record Processing Program-Vers. 1.03, Report of the College of Engineering, University of South Carolina, Columbia
-
Karabalis, D. L., Cokkinides, G. J., Rizos, D. C. [1992] "Seismic Record Processing Program-Vers. 1.03," Report of the College of Engineering, University of South Carolina, Columbia.
-
-
-
-
21
-
-
34547270933
-
Behaviour factors for the performance based seismic design of steel MRF
-
Report No.10, Group of Analysis and Design of Steel Structures, Department of Civil Engineering, University of Patras, Greece
-
Karavasilis, T. L., Bazeos, N., Beskos D. E. [2006] "Behaviour factors for the performance based seismic design of steel MRF," Report No.10, Group of Analysis and Design of Steel Structures, Department of Civil Engineering, University of Patras, Greece.
-
(2006)
-
-
Karavasilis, T.L.1
Bazeos, N.2
Beskos, D.E.3
-
22
-
-
20544446927
-
Damage-based seismic design of structures
-
Khashaee, P. [2005] "Damage-based seismic design of structures," Earthquake Spectra, 21(2), 371-387.
-
(2005)
Earthquake Spectra
, vol.21
, Issue.2
, pp. 371-387
-
-
Khashaee, P.1
-
23
-
-
0020250653
-
Cumulative damage in steel structures subjected to earthquake ground motions
-
Krawinkler, H., and Zohrei, M. [1983] "Cumulative damage in steel structures subjected to earthquake ground motions," Computer and Structures, 16, 531-541.
-
(1983)
Computer and Structures
, vol.16
, pp. 531-541
-
-
Krawinkler, H.1
Zohrei, M.2
-
26
-
-
3142735149
-
Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems
-
Mavroeidis, G. P., Dong, G., and Papageorgiou, A. S. [2004] "Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems," Earthquake Engineering and Structural Dynamics, 33(9), 1023-1049.
-
(2004)
Earthquake Engineering and Structural Dynamics
, vol.33
, Issue.9
, pp. 1023-1049
-
-
Mavroeidis, G.P.1
Dong, G.2
Papageorgiou, A.S.3
-
28
-
-
0027789961
-
Site-dependent strength reduction factors
-
Miranda, E. [1993] "Site-dependent strength reduction factors," ASCE, Journal of Structural Engineering, 119(12), 3503-3519.
-
(1993)
ASCE, Journal of Structural Engineering
, vol.119
, Issue.12
, pp. 3503-3519
-
-
Miranda, E.1
-
29
-
-
0000168289
-
Evaluation of strength reduction factors for earthquake-resistant design
-
Miranda, E., and Bertero, V. V. [1994] "Evaluation of strength reduction factors for earthquake-resistant design," Earthquake Spectra, 10(2), 357-379.
-
(1994)
Earthquake Spectra
, vol.10
, Issue.2
, pp. 357-379
-
-
Miranda, E.1
Bertero, V.V.2
-
31
-
-
0035998773
-
Calibration of force reduction factors of rc buildings
-
Mwafy, A. M., and Elnashai, A. S. [2002] "Calibration of force reduction factors of rc buildings," Journal of Earthquake Engineering, 6(2), 239-273.
-
(2002)
Journal of Earthquake Engineering
, vol.6
, Issue.2
, pp. 239-273
-
-
Mwafy, A.M.1
Elnashai, A.S.2
-
32
-
-
34547376422
-
-
Nassar, A. A., and Krawinkler, H. [1991] Seismic demands of SDOF and MDOF systems, John A. Blume Earthquake Engineering Centre Report No.95, Department of Civil and Environmental Engineering, Stanford University.
-
Nassar, A. A., and Krawinkler, H. [1991] "Seismic demands of SDOF and MDOF systems," John A. Blume Earthquake Engineering Centre Report No.95, Department of Civil and Environmental Engineering, Stanford University.
-
-
-
-
33
-
-
34547254358
-
Lecture Notes of Technical Seismology
-
Patras, Greece
-
Papageorgiou, A. S. [2005] "Lecture Notes of Technical Seismology," Department of Civil Engineering, University of Patras, GR-26500, Patras, Greece.
-
(2005)
Department of Civil Engineering, University of Patras, GR-26500
-
-
Papageorgiou, A.S.1
-
34
-
-
0022043291
-
Mechanistic seismic damage model for reinforced concrete
-
Park, Y. J., and Ang, H. S. [1985] "Mechanistic seismic damage model for reinforced concrete," ASCE, Journal of Structural Engineering, 111(4), 722-739.
-
(1985)
ASCE, Journal of Structural Engineering
, vol.111
, Issue.4
, pp. 722-739
-
-
Park, Y.J.1
Ang, H.S.2
-
35
-
-
0023295940
-
Damage-limiting aseismic design of buildings
-
Park, Y. J., Ang, 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, H.S.2
Wen, Y.K.3
-
36
-
-
77955745607
-
-
PEER, Centre, Strong Motion Database
-
PEER [2005] Pacific Earthquake Engineering Research Centre, Strong Motion Database, http://peer.berkeley.edu/.
-
(2005)
Pacific Earthquake Engineering Research
-
-
-
37
-
-
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 Engineering and Structural Dynamics, 16, 719-734.
-
(1988)
Earthquake Engineering and Structural Dynamics
, vol.16
, pp. 719-734
-
-
Powell, G.H.1
Allahabadi, R.2
-
38
-
-
0003514892
-
-
version 1.10. University of California at Berkeley
-
Prakash, V., Powell G. H., and Campell, S. [1993], DRAIN-2DX, Base program description and user guide, version 1.10. University of California at Berkeley.
-
(1993)
DRAIN-2DX, Base program description and user guide
-
-
Prakash, V.1
Powell, G.H.2
Campell, S.3
-
40
-
-
34547326492
-
-
SAP2000 [2005] Static and Dynamic Finite Element Analysis of Structures-Vers. 9.1.4, Computers and Structures Inc, Berkeley, California
-
SAP2000 [2005] "Static and Dynamic Finite Element Analysis of Structures-Vers. 9.1.4," Computers and Structures Inc., Berkeley, California.
-
-
-
-
41
-
-
56249094437
-
Recommended Lateral Force Requirements and Commentary
-
SEAOC, 7th ed, Structural Engineers Association of California
-
th ed., Seismology Committee, Structural Engineers Association of California.
-
(1999)
Seismology Committee
-
-
-
42
-
-
34547348776
-
-
Seneviratna, G. D. P. K., and Krawinkler, H. [1997] Evaluation of seismic MDOF effects for seismic design, John A. Blume Earthquake Engineering Centre Report No. 120, Department of Civil and Environmental Engineering, Stanford University.
-
Seneviratna, G. D. P. K., and Krawinkler, H. [1997] "Evaluation of seismic MDOF effects for seismic design," John A. Blume Earthquake Engineering Centre Report No. 120, Department of Civil and Environmental Engineering, Stanford University.
-
-
-
-
43
-
-
0032078441
-
Seismic damage assessment of steel frames
-
Sorace, S. [1998] "Seismic damage assessment of steel frames," ASCE, Journal of Structural Engineering, 124(5), 531-540.
-
(1998)
ASCE, Journal of Structural Engineering
, vol.124
, Issue.5
, pp. 531-540
-
-
Sorace, S.1
-
45
-
-
0027532783
-
An evaluation of two-level seismic design procedure
-
Uang, C. -M. [1993] "An evaluation of two-level seismic design procedure," Earthquake Spectra, 9(1), 121-135.
-
(1993)
Earthquake Spectra
, vol.9
, Issue.1
, pp. 121-135
-
-
Uang, C.-M.1
-
46
-
-
0028184459
-
Consistent inelastic design spectra: Strength and displacement
-
Vidic, T., Fajfar, P., and Fischinger, M. [1994] "Consistent inelastic design spectra: strength and displacement," Earthquake Engineering and Structural Dynamics, 23(5), 507-521.
-
(1994)
Earthquake Engineering and Structural Dynamics
, vol.23
, Issue.5
, pp. 507-521
-
-
Vidic, T.1
Fajfar, P.2
Fischinger, M.3
|