| Year |
Citation |
Score |
| 2009 |
Yeo GL, Cornell CA. Building life-cycle cost analysis due to mainshock and aftershock occurrences Structural Safety. 31: 396-408. DOI: 10.1016/J.Strusafe.2009.01.002 |
0.73 |
|
| 2009 |
Yeo GL, Cornell CA. Equivalent constant rates for post-quake seismic decision making Structural Safety. 31: 443-447. DOI: 10.1016/J.Strusafe.2008.11.002 |
0.74 |
|
| 2009 |
Jalayer F, Cornell CA. Alternative non-linear demand estimation methods for probability-based seismic assessments Earthquake Engineering and Structural Dynamics. 38: 951-972. DOI: 10.1002/Eqe.876 |
0.723 |
|
| 2009 |
Yeo GL, Cornell CA. Post-quake decision analysis using dynamic programming Earthquake Engineering and Structural Dynamics. 38: 79-93. DOI: 10.1002/Eqe.842 |
0.715 |
|
| 2009 |
Yeo GL, Cornell CA. A probabilistic framework for quantification of aftershock ground-motion hazard in California: Methodology and parametric study Earthquake Engineering and Structural Dynamics. 38: 45-60. DOI: 10.1002/Eqe.840 |
0.774 |
|
| 2008 |
Iervolino I, Cornell CA. Probability of occurrence of velocity pulses in near-source ground motions Bulletin of the Seismological Society of America. 98: 2262-2277. DOI: 10.1785/0120080033 |
0.495 |
|
| 2008 |
Baker JW, Cornell CA. Vector-valued intensity measures incorporating spectral shape for prediction of structural response Journal of Earthquake Engineering. 12: 534-554. DOI: 10.1080/13632460701673076 |
0.412 |
|
| 2008 |
Baker JW, Cornell CA. Uncertainty propagation in probabilistic seismic loss estimation Structural Safety. 30: 236-252. DOI: 10.1016/J.Strusafe.2006.11.003 |
0.478 |
|
| 2008 |
Baker JW, Cornell CA. Vector-valued intensity measures for pulse-like near-fault ground motions Engineering Structures. 30: 1048-1057. DOI: 10.1016/J.Engstruct.2007.07.009 |
0.44 |
|
| 2008 |
Tothong P, Cornell CA. Structural performance assessment under near-source pulse-like ground motions using advanced ground motion intensity measures Earthquake Engineering and Structural Dynamics. 37: 1013-1037. DOI: 10.1002/Eqe.792 |
0.787 |
|
| 2007 |
Tothong P, Cornell CA, Baker JW. Explicit directivity-pulse inclusion in probabilistic seismic hazard analysis Earthquake Spectra. 23: 867-891. DOI: 10.1193/1.2790487 |
0.782 |
|
| 2007 |
Luco N, Cornell CA. Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions Earthquake Spectra. 23: 357-392. DOI: 10.1193/1.2723158 |
0.742 |
|
| 2006 |
Tothong P, Cornell CA. An empirical ground-motion attenuation relation for inelastic spectral displacement Bulletin of the Seismological Society of America. 96: 2146-2164. DOI: 10.1785/0120060018 |
0.795 |
|
| 2006 |
Bazzurro P, Cornell CA. Reply to "Comment on 'nonlinear soil-site effects in probabilistic seismic-hazard analysis' by Paolo Bazzurro and C. Allin Cornell" by Jonathan P. Stewart and Christine A. Goulet Bulletin of the Seismological Society of America. 96: 748-749. DOI: 10.1785/0120050203 |
0.355 |
|
| 2006 |
Baker JW, Cornell CA. Correlation of response spectral values for multicomponent ground motions Bulletin of the Seismological Society of America. 96: 215-227. DOI: 10.1785/0120050060 |
0.451 |
|
| 2006 |
Baker JW, Cornell CA. Which spectral acceleration are you using? Earthquake Spectra. 22: 293-312. DOI: 10.1193/1.2191540 |
0.484 |
|
| 2006 |
Mori Y, Yamanaka T, Luco N, Cornell CA. A static predictor of seismic demand on frames based on a post-elastic deflected shape Earthquake Engineering and Structural Dynamics. 35: 1295-1318. DOI: 10.1002/Eqe.587 |
0.705 |
|
| 2006 |
Vamvatsikos D, Cornell CA. Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA Earthquake Engineering and Structural Dynamics. 35: 1097-1117. DOI: 10.1002/Eqe.573 |
0.712 |
|
| 2006 |
Baker JW, Cornell CA. Spectral shape, epsilon and record selection Earthquake Engineering and Structural Dynamics. 35: 1077-1095. DOI: 10.1002/Eqe.571 |
0.443 |
|
| 2006 |
Tothong P, Cornell CA. Application of nonlinear static analyses to probabilistic seismic demand analysis 8th Us National Conference On Earthquake Engineering 2006. 8: 4373-4382. |
0.794 |
|
| 2005 |
Iervolino I, Cornell CA. Record selection for nonlinear seismic analysis of structures Earthquake Spectra. 21: 685-713. DOI: 10.1193/1.1990199 |
0.381 |
|
| 2005 |
McGuire RK, Cornell CA, Toro GR. The case for using mean seismic hazard Earthquake Spectra. 21: 879-886. DOI: 10.1193/1.1985447 |
0.455 |
|
| 2005 |
Vamvatsikos D, Cornell CA. Direct estimation of seismic demand and capacity of multidegree-of-freedom systems through incremental dynamic analysis of single degree of freedom approximation Journal of Structural Engineering. 131: 589-599. DOI: 10.1061/(Asce)0733-9445(2005)131:4(589) |
0.709 |
|
| 2005 |
Vamvatsikos D, Cornell CA. Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape information Earthquake Engineering and Structural Dynamics. 34: 1573-1600. DOI: 10.1002/Eqe.496 |
0.703 |
|
| 2005 |
Baker JW, Cornell CA. A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon Earthquake Engineering and Structural Dynamics. 34: 1193-1217. DOI: 10.1002/Eqe.474 |
0.466 |
|
| 2004 |
Bazzurro P, Cornell CA. Ground-motion amplification in nonlinear soil sites with uncertain properties Bulletin of the Seismological Society of America. 94: 2090-2109. DOI: 10.1785/0120050186 |
0.346 |
|
| 2004 |
Bazzurro P, Cornell CA. Nonlinear soil-site effects in probabilistic seismic-hazard analysis Bulletin of the Seismological Society of America. 94: 2110-2123. DOI: 10.1785/0120030216 |
0.366 |
|
| 2004 |
Vamvatsikos D, Cornell CA. Applied incremental dynamic analysis Earthquake Spectra. 20: 523-553. DOI: 10.1193/1.1737737 |
0.73 |
|
| 2004 |
Giovenale P, Cornell CA, Esteva L. Comparing the adequacy of alternative ground motion intensity measures for the estimation of structural responses Earthquake Engineering and Structural Dynamics. 33: 951-979. DOI: 10.1002/Eqe.386 |
0.476 |
|
| 2003 |
Hamburger RO, Foutch DA, Cornell CA. Translating research to practice: FEMA/SAC performance-based design procedures Earthquake Spectra. 19: 255-267. DOI: 10.1193/1.1572495 |
0.33 |
|
| 2003 |
Luco N, Mori Y, Funahashi Y, Cornell CA, Nakashima M. Evaluation of predictors of non-linear seismic demands using 'fishbone' models of SMRF buildings Earthquake Engineering and Structural Dynamics. 32: 2267-2288. DOI: 10.1002/Eqe.331 |
0.745 |
|
| 2003 |
Fitzwater LM, Cornell CA, Veers PS. Using environmental contours to predict extreme events on wind turbines Asme 2003 Wind Energy Symposium, Wind2003. 244-258. |
0.767 |
|
| 2002 |
Fitzwater LM, Winterstein SR, Cornell CA. Predicting the long term distribution of extreme loads from limited duration data: Comparing full integration and approximate methods Asme 2002 Wind Energy Symposium, Wind2002. 267-277. DOI: 10.1115/1.1509768 |
0.771 |
|
| 2002 |
Yun SY, Hamburger RO, Cornell CA, Foutch DA. Seismic performance evaluation for steel moment frames Journal of Structural Engineering. 128: 534-545. DOI: 10.1061/(Asce)0733-9445(2002)128:4(534) |
0.48 |
|
| 2002 |
Cornell CA, Jalayer F, Hamburger RO, Foutch DA. Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines Journal of Structural Engineering. 128: 526-533. DOI: 10.1061/(Asce)0733-9445(2002)128:4(526) |
0.715 |
|
| 2002 |
Luco N, Cornell CA, Yeo GL. Annual limit-state frequencies for partially-inspected earthquake-damaged buildings Structural Safety. 24: 281-296. DOI: 10.1016/S0167-4730(02)00026-7 |
0.773 |
|
| 2002 |
Sweetman B, Winterstein SR, Cornell CA. Airgap analysis of floating structures: First- and second-order transfer functions from system identification Applied Ocean Research. 24: 107-118. DOI: 10.1016/S0141-1187(02)00010-X |
0.608 |
|
| 2002 |
Fitzwater LM, Winterstein SR, Cornell CA. Predicting the long term distribution of extreme loads from limited duration data: Comparing full integration and approximate methods Asme 2002 Wind Energy Symposium, Wind2002. 267-277. |
0.759 |
|
| 2000 |
Stahl B, Aune S, Gebara JM, Cornell CA. Acceptance criteria for offshore platforms Journal of Offshore Mechanics and Arctic Engineering. 122: 153-156. DOI: 10.1115/1.1287344 |
0.328 |
|
| 1999 |
Manuel L, Schmucker DG, Cornell CA, Carballo JE. A reliability-based design format for jacket platforms under wave loads Marine Structures. 11: 413-428. DOI: 10.1016/S0951-8339(99)00004-0 |
0.55 |
|
| 1999 |
Bazzurro P, Cornell CA. Disaggregation of seismic hazard Bulletin of the Seismological Society of America. 89: 501-520. |
0.355 |
|
| 1998 |
Shome N, Cornell CA, Bazzurro P, Carballo JE. Earthquakes, records, and nonlinear responses Earthquake Spectra. 14: 469-500. DOI: 10.1193/1.1586011 |
0.378 |
|
| 1998 |
Budnitz RJ, Apostolakis G, Boore DM, Cluff LS, Coppersmith KJ, Cornell CA, Morris PA. Use of technical expert panels: Applications to Probabilistic Seismic Hazard Analysis Risk Analysis. 18: 463-469. DOI: 10.1111/J.1539-6924.1998.Tb00361.X |
0.415 |
|
| 1998 |
Bazzurro P, Cornell CA, Shome N, Carballo JE. Three proposals for characterizing MDOF nonlinear seismic response Journal of Structural Engineering. 124: 1281-1289. DOI: 10.1061/(Asce)0733-9445(1998)124:11(1281) |
0.409 |
|
| 1996 |
Manuel L, Cornell CA. The influence of alternative wave loading and support modeling assumptions on jack-up rig response extremes Journal of Offshore Mechanics and Arctic Engineering. 118: 109-114. DOI: 10.1115/1.2828818 |
0.515 |
|
| 1996 |
Bazzurro P, Cornell CA, Diamantidis D, Manfredini GM. Seismic damage hazard analysis for requalification of nuclear power plant structures: Methodology and application Nuclear Engineering and Design. 160: 321-332. DOI: 10.1016/0029-5493(95)01111-0 |
0.335 |
|
| 1996 |
Cornell CA, Bandyopadhyay KK. Should we relax seismic criteria for shorter system exposure times? American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) Pvp. 339: 63-70. |
0.302 |
|
| 1996 |
Bazzurro P, Winterstein SR, Ude TC, Cornell CA. Magnitude-distance contours for probabilistic seismic hazard analysis Probabilistic Mechanics and Structural and Geotechnical Reliability, Proceedings of the Specialty Conference. 202-205. |
0.633 |
|
| 1995 |
Shen-Chyun Wu, Cornell CA, Winterstein SR. A hybrid recurrence model and its implication on seismic hazard results Bulletin - Seismological Society of America. 85: 1-16. |
0.605 |
|
| 1994 |
Bazzurro P, Cornell CA. Seismic hazard analysis of nonlinear structures. II: Applications Journal of Structural Engineering (United States). 120: 3345-3365. DOI: 10.1061/(ASCE)0733-9445(1994)120:11(3345) |
0.347 |
|
| 1994 |
Bazzurro P, Cornell CA. Seismic hazard analysis of nonlinear structures. I: Methodology Journal of Structural Engineering (United States). 120: 3320-3344. DOI: 10.1061/(ASCE)0733-9445(1994)120:11(3320) |
0.389 |
|
| 1993 |
Manuel L, Cornell CA. Sensitivity of the dynamic response of a jack-up rig to support modelling and Morison force modelling assumptions Proceedings of the International Conference On Offshore Mechanics and Arctic Engineering - Omae. 2: 243-250. |
0.589 |
|
| 1993 |
Cornell CA, Shen-Chyun Wu, Winterstein SR, Dieterich JH, Simpson RW. Seismic hazard induced by mechanically interactive fault segments Bulletin - Seismological Society of America. 83: 436-449. |
0.597 |
|
| 1992 |
Cornell CA, Toro G. Seismic hazard assessment Techniques For Determining Probabilities of Geologic Events and Processes. 147-166. |
0.327 |
|
| 1991 |
De RS, Karamchandani A, Cornell CA. Offshore structural system reliability under changing load pattern Applied Ocean Research. 13: 145-160. DOI: 10.1016/S0141-1187(05)80061-6 |
0.305 |
|
| 1991 |
Karamchandani A, Cornell CA. Adaptive hybrid conditional expectation approaches for reliability estimation Structural Safety. 11: 59-74. DOI: 10.1016/0167-4730(91)90027-7 |
0.315 |
|
| 1990 |
Sewell RT, McGuire RK, Stepp JC, Toro GR, Cornell CA. Approaches that use seismic hazard results to address topics of nuclear power plant seismic safety, with application to the Charleston earthquake issue Nuclear Engineering and Design. 123: 129-141. DOI: 10.1016/0029-5493(90)90233-N |
0.377 |
|
| 1988 |
Cornell CA, Winterstein SR. Temporal and magnitude dependence in earthquake recurrence models Bulletin - Seismological Society of America. 78: 1522-1537. DOI: 10.1007/978-3-642-83252-9_2 |
0.661 |
|
| 1986 |
Toro GR, Cornell CA. Extremes of Gaussian Processes with Bimodal Spectra Journal of Engineering Mechanics-Asce. 112: 465-484. DOI: 10.1061/(Asce)0733-9399(1986)112:5(465) |
0.326 |
|
| 1985 |
Winterstein SR, Cornell CA. Energy fluctuation scale and diffusion models Journal of Engineering Mechanics. 111: 125-142. DOI: 10.1061/(Asce)0733-9399(1985)111:2(125) |
0.623 |
|
| 1984 |
Winterstein SR, Cornell CA. Load combinations and clustering effects Journal of Structural Engineering (United States). 110: 2690-2708. DOI: 10.1061/(Asce)0733-9445(1984)110:11(2690) |
0.631 |
|
| 1979 |
Cornell CA, Banon H, Shakal AF. Seismic motion and response prediction alternatives Earthquake Engineering & Structural Dynamics. 7: 295-315. DOI: 10.1002/Eqe.4290070402 |
0.429 |
|
| 1972 |
Merz H, Cornell CA. Analysis of the seismic risk on firm ground for sites in the central Boston metropolitan area. Optimum seismic protection for new building construction in eastern metropolitan areas Massachusetts Institute of Technology, Cambridge, Dept. of Civil Engineering, Internal Study. 7. |
0.305 |
|
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