| Year |
Citation |
Score |
| 2015 |
Shome N, Jayaram N, Krawinkler H, Rahnama M. Loss Estimation of Tall Buildings Designed for the PEER Tall Building Initiative Project Earthquake Spectra. 31: 1309-1336. DOI: 10.1193/121912Eqs352M |
0.442 |
|
| 2015 |
Lignos DG, Putman C, Krawinkler H. Application of Simplified Analysis Procedures For Performance-Based Earthquake Evaluation of Steel Special Moment Frames Earthquake Spectra. 31: 1949-1968. DOI: 10.1193/081413Eqs230M |
0.371 |
|
| 2014 |
Eatherton MR, Ma X, Krawinkler H, Mar D, Billington S, Hajjar JF, Deierlein GG. Design concepts for controlled rocking of self-centering steel-braced frames Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0001047 |
0.488 |
|
| 2014 |
Eatherton MR, Ma X, Krawinkler H, Deierlein GG, Hajjar JF. Quasi-static cyclic behavior of controlled rocking steel frames Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0001005 |
0.505 |
|
| 2013 |
Lignos DG, Krawinkler H. Development and Utilization of Structural Component Databases for Performance-Based Earthquake Engineering Journal of Structural Engineering-Asce. 139: 1382-1394. DOI: 10.1061/(Asce)St.1943-541X.0000646 |
0.478 |
|
| 2013 |
Eads L, Miranda E, Krawinkler H, Lignos DG. An efficient method for estimating the collapse risk of structures in seismic regions Earthquake Engineering & Structural Dynamics. 42: 25-41. DOI: 10.1002/Eqe.2191 |
0.47 |
|
| 2012 |
Zareian F, Krawinkler H. Conceptual performance-based seismic design using building-level and story-level decision support system Earthquake Engineering and Structural Dynamics. 41: 1439-1453. DOI: 10.1002/Eqe.2218 |
0.761 |
|
| 2011 |
Lignos DG, Krawinkler H. Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading Journal of Structural Engineering-Asce. 137: 1291-1302. DOI: 10.1061/(Asce)St.1943-541X.0000376 |
0.444 |
|
| 2011 |
Lignos DG, Krawinkler H, Whittaker AS. Collapse assessment of steel moment resisting frames under earthquake shaking Computational Methods in Applied Sciences. 21: 1-19. DOI: 10.1007/978-94-007-0053-6_1 |
0.676 |
|
| 2011 |
Deierlein G, Krawinkler H, Ma X, Eatherton M, Hajjar J, Takeuchi T, Kasai K, Midorikawa M. Earthquake resilient steel braced frames with controlled rocking and energy dissipating fuses Steel Construction. 4: 171-175. DOI: 10.1002/Stco.201110023 |
0.53 |
|
| 2011 |
Ibarra L, Krawinkler H. Variance of collapse capacity of SDOF systems under earthquake excitations Earthquake Engineering & Structural Dynamics. 40: 1299-1314. DOI: 10.1002/Eqe.1089 |
0.77 |
|
| 2011 |
Krawinkler H, Chopra AK. Call for Papers: ‘Seismic Damage and Loss Assessment in Buildings’ Earthquake Engineering & Structural Dynamics. 40: 117-118. DOI: 10.1002/Eqe.1083 |
0.328 |
|
| 2011 |
Lignos DG, Krawinkler H, Whittaker AS. Prediction and validation of sidesway collapse of two scale models of a 4-story steel moment frame Earthquake Engineering and Structural Dynamics. 40: 807-825. DOI: 10.1002/Eqe.1061 |
0.763 |
|
| 2010 |
Zareian F, Krawinkler H. Structural system parameter selection based on collapse potential of buildings in earthquakes Journal of Structural Engineering. 136: 933-943. DOI: 10.1061/(Asce)St.1943-541X.0000196 |
0.768 |
|
| 2010 |
Zareian F, Krawinkler H, Ibarra L, Lignos D. Basic concepts and performance measures in prediction of collapse of buildings under earthquake ground motions Structural Design of Tall and Special Buildings. 19: 167-181. DOI: 10.1002/Tal.546 |
0.726 |
|
| 2007 |
Zareian F, Krawinkler H. A Simplified Procedure for Performance-Based Design Journal of the Earthquake Engineering Society of Korea. 11: 13-23. DOI: 10.5000/Eesk.2007.11.4.013 |
0.754 |
|
| 2007 |
Krawinkler H, Zareian F. Prediction of collapse - How realistic and practical is it, and what can we learn from it? Structural Design of Tall and Special Buildings. 16: 633-653. DOI: 10.1002/Tal.433 |
0.746 |
|
| 2007 |
Zareian F, Krawinkler H. Assessment of probability of collapse and design for collapse safety Earthquake Engineering and Structural Dynamics. 36: 1901-1914. DOI: 10.1002/Eqe.702 |
0.739 |
|
| 2006 |
Krawinkler H. Importance of good nonlinear analysis Structural Design of Tall and Special Buildings. 15: 515-531. DOI: 10.1002/Tal.379 |
0.445 |
|
| 2006 |
Krawinkler H, Zareian F, Medina RA, Ibarra LF. Decision support for conceptual performance-based design Earthquake Engineering and Structural Dynamics. 35: 115-133. DOI: 10.1002/Eqe.536 |
0.744 |
|
| 2005 |
Nagae T, Hayashi S, Ibarra LF, Krawinkler H. Influences Of Mechanism Control For Reinforced Concrete Frame Structures On Processes Of Damage And Probabilities Of Collapse Journal of Structural and Construction Engineering (Transactions of Aij). 70: 121-128. DOI: 10.3130/Aijs.70.121_4 |
0.739 |
|
| 2005 |
Medina RA, Krawinkler H. Strength demand issues relevant for the seismic design of moment-resisting frames Earthquake Spectra. 21: 415-439. DOI: 10.1193/1.1896958 |
0.731 |
|
| 2005 |
Medina RA, Krawinkler H. Evaluation of drift demands for the seismic performance assessment of frames Journal of Structural Engineering. 131: 1003-1013. DOI: 10.1061/(Asce)0733-9445(2005)131:7(1003) |
0.741 |
|
| 2005 |
Ibarra LF, Medina RA, Krawinkler H. Hysteretic models that incorporate strength and stiffness deterioration Earthquake Engineering and Structural Dynamics. 34: 1489-1511. DOI: 10.1002/Eqe.495 |
0.774 |
|
| 2004 |
Alavi B, Krawinkler H. Strengthening of moment‐resisting frame structures against near‐fault ground motion effects Earthquake Engineering & Structural Dynamics. 33: 707-722. DOI: 10.1002/Eqe.370 |
0.519 |
|
| 2004 |
Alavi B, Krawinkler H. Behavior of moment-resisting frame structures subjected to near-fault ground motions Earthquake Engineering & Structural Dynamics. 33: 687-706. DOI: 10.1002/Eqe.369 |
0.462 |
|
| 2003 |
Krawinkler H, Medina R, Alavi B. Seismic drift and ductility demands and their dependence on ground motions Engineering Structures. 25: 637-653. DOI: 10.1016/S0141-0296(02)00174-8 |
0.706 |
|
| 2002 |
Kiss RM, Kollar LP, Jai J, Krawinkler H. Masonry Strengthened with FRP Subjected to Combined Bending and Compression, Part II: Test Results and Model Predictions Journal of Composite Materials. 36: 1049-1063. DOI: 10.1177/0021998302036009475 |
0.349 |
|
| 2002 |
Kiss RM, Kollar LP, Jai J, Krawinkler H. FRP Strengthened Masonry Beams. Part I – Model Journal of Composite Materials. 36: 521-536. DOI: 10.1177/0021998302036005474 |
0.367 |
|
| 2000 |
John J, Springer GS, Kollár LP, Krawinkler H. Reinforcing masonry walls with composite materials - test results Journal of Composite Materials. 34: 1369-1381. DOI: 10.1106/Jvfu-D23H-Atyu-389Y |
0.395 |
|
| 2000 |
Jai J, Springer GS, Kollár LP, Krawinkler H. Reinforcing masonry walls with composite materials - model Journal of Composite Materials. 34: 1548-1581. DOI: 10.1106/38Xx-Ggb5-Nxc9-Tjha |
0.398 |
|
| 2000 |
Gupta A, Krawinkler H. Behavior of Ductile SMRFs at Various Seismic Hazard Levels Journal of Structural Engineering-Asce. 126: 98-107. DOI: 10.1061/(Asce)0733-9445(2000)126:1(98) |
0.533 |
|
| 2000 |
Gupta A, Krawinkler H. Dynamic P-Delta Effects for Flexible Inelastic Steel Structures Journal of Structural Engineering-Asce. 126: 145-154. DOI: 10.1061/(Asce)0733-9445(2000)126:1(145) |
0.505 |
|
| 2000 |
Gupta A, Krawinkler H. Estimation of seismic drift demands for frame structures Earthquake Engineering & Structural Dynamics. 29: 1287-1305. DOI: 10.1002/1096-9845(200009)29:9<1287::Aid-Eqe971>3.0.Co;2-B |
0.564 |
|
| 1998 |
Krawinkler H, Seneviratna GDPK. Pros And Cons Of A Pushover Analysis Of Seismic Performance Evaluation Engineering Structures. 20: 452-464. DOI: 10.1016/S0141-0296(97)00092-8 |
0.531 |
|
| 1997 |
Fuyama H, Law KH, Krawinkler H. An interactive computer assisted system for conceptual structural design of steel buildings Computers and Structures. 63: 647-662. DOI: 10.1016/S0045-7949(96)00075-2 |
0.502 |
|
| 1996 |
Osteraas J, Somers P, Carpenter J, Ferner H, Holmes W, Krawinkler H, Longstreth M, Ryan P, Wight J. Reinforced Concrete Buildings Earthquake Spectra. 12: 49-74. DOI: 10.1193/1.1585920 |
0.423 |
|
| 1996 |
Krawinkler H. Cyclic Loading Histories for Seismic Experimentation on Structural Components Earthquake Spectra. 12: 1-12. DOI: 10.1193/1.1585865 |
0.503 |
|
| 1996 |
Fruchter R, Clayton MJ, Krawinkler H, Kunz J, Teicholz P. Interdisciplinary communication medium for collaborative conceptual building design Advances in Engineering Software. 25: 89-101. DOI: 10.1016/0965-9978(95)00106-9 |
0.408 |
|
| 1996 |
Krawinkler H, Al-Ali A. Seismic Demand Evaluation for a 4‐Story Steel Frame Structure Damaged in the Northridge Earthquake Structural Design of Tall Buildings. 5: 1-27. DOI: 10.1002/(Sici)1099-1794(199603)5:1<1::Aid-Tal65>3.0.Co;2-W |
0.451 |
|
| 1994 |
Fuyama H, Krawinkler H, Law KH. A computer-based design support system for steel frame structures The Structural Design of Tall Buildings. 3: 183-200. DOI: 10.1002/Tal.4320030304 |
0.521 |
|
| 1994 |
Fuyama H, Krawinkler H, Law KH. Drift control in moment resisting steel frame structures The Structural Design of Tall Buildings. 3: 163-181. DOI: 10.1002/Tal.4320030303 |
0.39 |
|
| 1993 |
Fruchter R, Krawinkler H, Law KH. Qualitative modeling and analysis of lateral load resistance in frames Artificial Intelligence For Engineering, Design, Analysis and Manufacturing. 7: 239-256. DOI: 10.1017/S0890060400000342 |
0.47 |
|
| 1991 |
Jain D, Krawinkler H, Law KH, Luth GP. A formal approach to automating conceptual structural design, part II: Application to floor framing generation Engineering With Computers. 7: 91-107. DOI: 10.1007/Bf01195563 |
0.482 |
|
| 1991 |
Luth GP, Jain D, Krawinkler H, Law KH. A formal approach to automating conceptual structural design, Part I: Methology Engineering With Computers. 7: 79-89. DOI: 10.1007/Bf01195562 |
0.462 |
|
| 1989 |
Wallace BJ, Krawinkler H. Small-scale model tests of structural steel assemblies Journal of Structural Engineering (United States). 115: 1999-2015. DOI: 10.1061/(Asce)0733-9445(1989)115:8(1999) |
0.417 |
|
| 1987 |
Krawinkler H. Performance Assessment of Steel Components Earthquake Spectra. 3: 27-41. DOI: 10.1193/1.1585417 |
0.489 |
|
| 1985 |
Ross TJ, Krawinkler H. Impulsive direct shear failure in RC slabs Journal of Structural Engineering (United States). 111: 1661-1677. DOI: 10.1061/(Asce)0733-9445(1985)111:8(1661) |
0.348 |
|
| 1983 |
Krawinkler H, Zohrei M. Cumulative damage in steel structures subjected to earthquake ground motions Computers & Structures. 16: 531-541. DOI: 10.1016/0045-7949(83)90193-1 |
0.393 |
|
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