| Year |
Citation |
Score |
| 2021 |
Martin A, Deierlein GG. Generalized modified modal superposition procedure for seismic design of rocking and pivoting steel spine systems Journal of Constructional Steel Research. 183: 106745. DOI: 10.1016/J.JCSR.2021.106745 |
0.308 |
|
| 2020 |
Zhong K, Lin T, Deierlein GG, Graves RW, Silva F, Luco N. Tall building performance‐based seismic design using SCEC broadband platform site‐specific ground motion simulations Earthquake Engineering & Structural Dynamics. 50: 81-98. DOI: 10.1002/eqe.3364 |
0.363 |
|
| 2019 |
Bijelić N, Lin T, Deierlein GG. Evaluation of Building Collapse Risk and Drift Demands by Nonlinear Structural Analyses Using Conventional Hazard Analysis versus Direct Simulation with CyberShake Seismograms Bulletin of the Seismological Society of America. 109: 1812-1828. DOI: 10.1785/0120180324 |
0.352 |
|
| 2019 |
Araya-Letelier G, Miranda E, Deierlein G. Development and Testing of a Friction/Sliding Connection to Improve the Seismic Performance of Gypsum Partition Walls: Earthquake Spectra. 35: 653-677. DOI: 10.1193/123117Eqs270M |
0.433 |
|
| 2019 |
Bijelić N, Lin T, Deierlein GG. Quantification of the Influence of Deep Basin Effects on Structural Collapse Using SCEC CyberShake Earthquake Ground Motion Simulations Earthquake Spectra. 35: 1845-1864. DOI: 10.1193/080418EQS197M |
0.33 |
|
| 2018 |
Ceferino L, Kiremidjian A, Deierlein G. Regional Multiseverity Casualty Estimation Due to Building Damage Following a Mw 8.8 Earthquake Scenario in Lima, Peru Earthquake Spectra. 34: 1739-1761. DOI: 10.1193/080617Eqs154M |
0.336 |
|
| 2018 |
Jampole E, Miranda E, Deierlein G. Effective Incremental Ground Velocity for Estimating the Peak Sliding Displacement of Rigid Structures to Pulse-Like Earthquake Ground Motions Journal of Engineering Mechanics-Asce. 144: 4018113. DOI: 10.1061/(Asce)Em.1943-7889.0001539 |
0.423 |
|
| 2017 |
Burton HV, Deierlein G, Lallemant D, Singh Y. Measuring the Impact of Enhanced Building Performance on the Seismic Resilience of a Residential Community Earthquake Spectra. 33: 1347-1367. DOI: 10.1193/040916Eqs057M |
0.383 |
|
| 2017 |
Smith C, Kanvinde A, Deierlein G. Calibration of Continuum Cyclic Constitutive Models for Structural Steel Using Particle Swarm Optimization Journal of Engineering Mechanics-Asce. 143: 4017012. DOI: 10.1061/(Asce)Em.1943-7889.0001214 |
0.394 |
|
| 2017 |
Gokkaya B, Baker J, Deierlein G. Estimation and impacts of model parameter correlation for seismic performance assessment of reinforced concrete structures Structural Safety. 69: 68-78. DOI: 10.1016/J.STRUSAFE.2017.07.005 |
0.343 |
|
| 2016 |
Chandramohan R, Baker JW, Deierlein GG. Quantifying the influence of ground motion duration on structural collapse capacity using spectrally equivalent records Earthquake Spectra. 32: 927-950. DOI: 10.1193/122813EQS298MR2 |
0.301 |
|
| 2016 |
Jampole E, Deierlein G, Miranda E, Fell B, Swensen S, Acevedo C. Full-Scale Dynamic Testing of a Sliding Seismically Isolated Unibody House Earthquake Spectra. 32: 2245-2270. DOI: 10.1193/010616Eqs003M |
0.361 |
|
| 2016 |
Burton HV, Deierlein GG, Mar D, Mosalam KM, Rodgers J, Günay S. Rocking Spine for Enhanced Seismic Performance of Reinforced Concrete Frames with Infills Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001574 |
0.475 |
|
| 2016 |
Burton HV, Deierlein G, Lallemant D, Lin T. Framework for Incorporating Probabilistic Building Performance in the Assessment of Community Seismic Resilience Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001321 |
0.401 |
|
| 2016 |
Hutt CM, Almufti I, Willford M, Deierlein G. Seismic Loss and Downtime Assessment of Existing Tall Steel-Framed Buildings and Strategies for Increased Resilience Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001314 |
0.506 |
|
| 2016 |
Swensen S, Deierlein GG, Miranda E. Behavior of Screw and Adhesive Connections to Gypsum Wallboard in Wood and Cold-Formed Steel-Framed Wallettes Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001307 |
0.351 |
|
| 2016 |
Deierlein G. EESD special issue: earthquake-induced collapse of structural systems Earthquake Engineering and Structural Dynamics. 45: 1559-1561. DOI: 10.1002/Eqe.2757 |
0.352 |
|
| 2016 |
Gokkaya BU, Baker JW, Deierlein GG. Quantifying the impacts of modeling uncertainties on the seismic drift demands and collapse risk of buildings with implications on seismic design checks Earthquake Engineering and Structural Dynamics. 45: 1661-1683. DOI: 10.1002/eqe.2740 |
0.398 |
|
| 2014 |
Burton H, Deierlein G. A rocking spine for enhanced seismic performance of reinforced concrete frame buildings with infills Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3VT1GQ6N |
0.426 |
|
| 2014 |
Bijelić N, Lin T, Deierlein GG. Seismic response of a tall building to recorded and simulated ground motions Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3VH5CJ72 |
0.3 |
|
| 2014 |
Swensen S, Deierlein G, Miranda E, Fell B, Acevedo C, Jampole E. Finite element analysis of light-frame unibody residential structures Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3VD6P54R |
0.369 |
|
| 2014 |
Tipler JF, Deierlein GG, Almufti I. Seismic resilience of tall buildings - Benchmarking performance and quantifying improvements Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3QJ77Z84 |
0.424 |
|
| 2014 |
Ugurhan B, Baker JW, Deierlein GG. Uncertainty estimation in seismic collapse assessment of modern reinforced concrete moment frame buildings Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D33R0PT8J |
0.389 |
|
| 2014 |
Eatherton MR, Hajjar JF, Deierlein GG. Application of hybrid simulation for evaluating design of a rocking steel frame system Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D31G0HV6K |
0.388 |
|
| 2014 |
Chandramohan R, Baker JW, Deierlein GG. Hazard-consistent ground motion duration: Calculation procedure and impact on structural collapse risk Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D30G3GZ7T |
0.319 |
|
| 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 |
0.398 |
|
| 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 |
0.399 |
|
| 2014 |
Burton H, Deierlein G. Simulation of seismic collapse in nonductile reinforced concrete frame buildings with masonry infills Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000921 |
0.511 |
|
| 2014 |
Vigh LG, Liel AB, Deierlein GG, Miranda E, Tipping S. Component model calibration for cyclic behavior of a corrugated shear wall Thin-Walled Structures. 75: 53-62. DOI: 10.1016/J.Tws.2013.10.011 |
0.317 |
|
| 2014 |
Victorsson VK, Baker JW, Deierlein GG. Reliability Considerations in the Seismic Capacity Design Requirements for Force-Controlled Components Geotechnical, Geological and Earthquake Engineering. 32: 435-447. DOI: 10.1007/978-94-017-8875-5_29 |
0.311 |
|
| 2014 |
Krawinkler H, Deierlein GG. Challenges Towards Achieving Earthquake Resilience Through Performance-Based Earthquake Engineering Geotechnical, Geological and Earthquake Engineering. 32: 3-23. DOI: 10.1007/978-94-017-8875-5_1 |
0.305 |
|
| 2013 |
Vigh LG, Deierlein GG, Miranda E, Liel AB, Tipping S. Seismic performance assessment of steel corrugated shear wall system using non-linear analysis Journal of Constructional Steel Research. 85: 48-59. DOI: 10.1016/J.Jcsr.2013.02.008 |
0.436 |
|
| 2012 |
Liel AB, Deierlein GG. Using Collapse Risk Assessments to Inform Seismic Safety Policy for Older Concrete Buildings Earthquake Spectra. 28: 1495-1521. DOI: 10.1193/1.4000090 |
0.339 |
|
| 2012 |
Ramirez CM, Liel AB, Mitrani-Reiser J, Haselton CB, Spear AD, Steiner J, Deierlein GG, Miranda E. Expected earthquake damage and repair costs in reinforced concrete frame buildings Earthquake Engineering and Structural Dynamics. 41: 1455-1475. DOI: 10.1002/Eqe.2216 |
0.381 |
|
| 2011 |
Haselton CB, Liel AB, Deierlein GG, Dean BS, Chou JH. Seismic collapse safety of reinforced concrete buildings. I: Assessment of ductile moment frames Journal of Structural Engineering. 137: 481-491. DOI: 10.1061/(ASCE)ST.1943-541X.0000318 |
0.432 |
|
| 2011 |
Liel AB, Haselton CB, Deierlein GG. Seismic collapse safety of reinforced concrete buildings. II: Comparative assessment of nonductile and ductile moment frames Journal of Structural Engineering. 137: 492-502. DOI: 10.1061/(ASCE)ST.1943-541X.0000275 |
0.454 |
|
| 2011 |
Haselton CB, Baker JW, Liel AB, Deierlein GG. Accounting for ground-motion spectral shape characteristics in structural collapse assessment through an adjustment for epsilon Journal of Structural Engineering. 137: 332-344. DOI: 10.1061/(ASCE)ST.1943-541X.0000103 |
0.32 |
|
| 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 |
0.537 |
|
| 2011 |
Gomez IR, Kanvinde AM, Deierlein GG. Experimental investigation of shear transfer in exposed column base connections Engineering Journal. 48: 245-264. |
0.385 |
|
| 2010 |
Midorikawa M, Takeuchi T, Hikino T, Kasai K, Deierlein G, Ohbayashi M, Yammaki R, Kiyhm S. Seismic performance of controlled rocklng frames with shear fuse and PT wire anchorage: Shaking table tests on controlled rocking steel frames using multipurpose inertial mass system part i Journal of Structural and Construction Engineering. 75: 1547-1556. DOI: 10.3130/Aijs.75.1547 |
0.425 |
|
| 2010 |
Ma X, Eatherton M, Hajjar J, Krawinkler H, Deierlein G. Seismic design and behavior of steel frames with controlled rocking - Part II: Large scale shake table testing and system collapse analysis Structures Congress 2010. 1534-1543. DOI: 10.1061/41130(369)139 |
0.426 |
|
| 2010 |
Eatherton M, Hajjar J, Ma X, Krawinkler H, Deierlein G. Seismic design and behavior of steel frames with controlled rocking - Part I: Concepts and quasi-static subassembly testing Structures Congress 2010. 1523-1533. DOI: 10.1061/41130(369)138 |
0.386 |
|
| 2010 |
Haselton CB, Liel AB, Deierlein GG. Example application of the FEMA P695 (ATC-63) methodology for the collapse performance evaluation of reinforced concrete special moment frame systems 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 5: 3996-4005. |
0.39 |
|
| 2010 |
Eatherton M, Hajjar J, Deierlein G, Ma X, Krawinkler H. Hybrid simulation testing of a controlled rocking steel braced frame system 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 2: 1270-1279. |
0.385 |
|
| 2009 |
Maison BF, Kasai K, Deierlein G. ASCE-41 and FEMA-351 evaluation of E-defense collapse test Earthquake Spectra. 25: 927-953. DOI: 10.1193/1.3224159 |
0.493 |
|
| 2009 |
Eatherton M, Hajjar JF, Deierlein GG, Ma X, Billington S, Krawinkler H. Steel-framed rocking structural systems for moderate seismic zones Proceedings of the 2009 Structures Congress - Don'T Mess With Structural Engineers: Expanding Our Role. 804-812. DOI: 10.1061/41031(341)88 |
0.404 |
|
| 2009 |
Fell BV, Kanvinde AM, Deierlein GG, Myers AT. Experimental investigation of inelastic cyclic buckling and fracture of steel braces Journal of Structural Engineering. 135: 19-32. DOI: 10.1061/(ASCE)0733-9445(2009)135:1(19) |
0.359 |
|
| 2009 |
Liel AB, Haselton CB, Deierlein GG, Baker JW. Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings Structural Safety. 31: 197-211. DOI: 10.1016/j.strusafe.2008.06.002 |
0.362 |
|
| 2009 |
Vigh LG, Deierlein GG, Miranda E, Liel A, Tipping S. Dynamic analysis based seismic performance quantification of a steel corrugated shear wall system Proceedings of the 12th International Conference On Civil, Structural and Environmental Engineering Computing. |
0.465 |
|
| 2008 |
Deierlein GG, Liel AB, Haselton CB, Kircher CA. ATC 63 methodology for evaluating seismic collapse safety of archetype buildings Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.401 |
|
| 2008 |
Maison B, Kasai K, Deierlein G. Study of building collapse for performance-based design validation Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.411 |
|
| 2008 |
Liel AB, Haselton CB, Deierlein GG. Comparing seismic collapse safety of modern and existing reinforced concrete frame structures in California Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.383 |
|
| 2008 |
Haselton CB, Liel AB, Deierlein GG. Example evaluation of the ATC-63 methodology for reinforced concrete special moment frame buildings Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.398 |
|
| 2007 |
Haselton CB, Liel AB, Dean BS, Chou JH, Deierlein GG. Seismic collapse safety and behavior of modern reinforced concrete moment frame buildings Structural Engineering Research Frontiers. DOI: 10.1061/40944(249)22 |
0.416 |
|
| 2007 |
Takagi J, Deierlein GG. Strength design criteria for steel members at elevated temperatures Journal of Constructional Steel Research. 63: 1036-1050. DOI: 10.1016/j.jcsr.2006.10.005 |
0.32 |
|
| 2007 |
Goulet CA, Haselton CB, Mitrani-Reiser J, Beck JL, Deierlein GG, Porter KA, Stewart JP. Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building - From seismic hazard to collapse safety and economic losses Earthquake Engineering and Structural Dynamics. 36: 1973-1997. DOI: 10.1002/Eqe.694 |
0.421 |
|
| 2006 |
Kanvinde AM, Deierlein GG. Analytical models for the seismic performance of gypsum drywall partitions Earthquake Spectra. 22: 391-411. DOI: 10.1193/1.2191927 |
0.349 |
|
| 2006 |
Haselton CB, Deierlein GG. Toward the codification of modeling provisions for simulating structural collapse 8th Us National Conference On Earthquake Engineering 2006. 6: 3438-3447. |
0.311 |
|
| 2006 |
Altoontash A, Cordova PP, Deierlein GG. Implementation and validation of cumulative damage models for structural performance assessment 8th Us National Conference On Earthquake Engineering 2006. 9: 5552-5562. |
0.364 |
|
| 2006 |
Liel AB, Haselton CB, Deierlein GG. How have changes in building code provisions for reinforced concrete frame structures improved seismic safety? 8th Us National Conference On Earthquake Engineering 2006. 16: 9493-9502. |
0.513 |
|
| 2006 |
Mitrani-Reiser J, Haselton C, Goulet C, Porter K, Beck J, Deierlein G. Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building - Part II: Loss estimation 8th Us National Conference On Earthquake Engineering 2006. 8: 4599-4608. |
0.399 |
|
| 2006 |
Goulet C, Haselton CB, Mitrani-Reiser J, Stewart JP, Taciroglu E, Deierlein GG. Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building - Part I: Ground motion selection and structural collapse simulation 8th Us National Conference On Earthquake Engineering 2006. 8: 4589-4598. |
0.454 |
|
| 2005 |
Haselton CB, Deierlein GG. Benchmarking seismic performance of reinforced concrete frame buildings Proceedings of the Structures Congress and Exposition. 1891-1902. |
0.464 |
|
| 2004 |
Deierlein GG, Mehanny SS. On assessing near collapse in seismic performance-based design Structures Congress 2000: Advanced Technology in Structural Engineering. 103. DOI: 10.1061/40492(2000)35 |
0.354 |
|
| 2004 |
Deierlein GG, Noguchi H. Overview of U.S.–Japan Research on the Seismic Design of Composite Reinforced Concrete and Steel Moment Frame Structures Journal of Structural Engineering. 130: 361-367. DOI: 10.1061/(ASCE)0733-9445(2004)130:2(361) |
0.443 |
|
| 2004 |
Cordova P, Chen CH, Lai WC, Deierlein GG, Tsai KC. Pseudo-dynamic test of full-scale RCS frame: Part II - Analysis and design implications Proceedings of the 2004 Structures Congress - Building On the Past: Securing the Future. 1217-1231. |
0.404 |
|
| 2004 |
Chen CH, Lai WC, Cordova P, Deierlein GG, Tsai KC. Pseudo-dynamic test of full-scale rcs frame: Part I - Design, construction, testing Proceedings of the 2004 Structures Congress - Building On the Past: Securing the Future. 1201-1215. |
0.445 |
|
| 2003 |
Altoontash A, Deierlein GG. A versatile model for beam-column joints Proceedings of the Structures Congress and Exposition. 309-317. |
0.327 |
|
| 2003 |
Tayebi AK, Deierlein GG. Ground motion intensity-structural damage relations for performance based design Proceedings of the Structures Congress and Exposition. 929-941. |
0.582 |
|
| 2002 |
Deierlein GG, Hajjar JF, Yura JA, White DW, Baker WF. Proposed new provisions for frame stability using second-order analysis Proceedings - Annual Stability Conference, Structural Stability Research Council. 1-20. |
0.347 |
|
| 2001 |
Mehanny SSF, Deierlein GG. Seismic damage and collapse assessment of composite moment frames Journal of Structural Engineering. 127: 1045-1053. DOI: 10.1061/(ASCE)0733-9445(2001)127:9(1045) |
0.477 |
|
| 2001 |
El-Tawil S, Deierlein GG. Nonlinear analysis of mixed steel-concrete frames. II: Implementation and verification Journal of Structural Engineering. 127: 656-665. DOI: 10.1061/(Asce)0733-9445(2001)127:6(656) |
0.637 |
|
| 2001 |
El-Tawil S, Deierlein GG. Nonlinear analysis of mixed steel-concrete frames. I: Element formulation Journal of Structural Engineering. 127: 647-655. DOI: 10.1061/(Asce)0733-9445(2001)127:6(647) |
0.633 |
|
| 2001 |
Mehanny SSF, Kuramoto H, Deierlein GG. Stiffness modeling of reinforced concrete beam-columns for frame analysis Aci Structural Journal. 98: 215-225. |
0.401 |
|
| 2000 |
Kanno R, Deierlein GG. Design model of joints for RCS frames Proceedings of the Conference: Composite Construction in Steel and Concrete Iv. 947-958. |
0.383 |
|
| 2000 |
Deierlein GG. New Provisions for the Seismic Design of Composite and Hybrid Structures Earthquake Spectra. 16: 163-178. |
0.47 |
|
| 1999 |
El-Tawil S, Deierlein GG. Strength And Ductility Of Concrete Encased Composite Columns Journal of Structural Engineering-Asce. 125: 1009-1019. DOI: 10.1061/(Asce)0733-9445(1999)125:9(1009) |
0.639 |
|
| 1999 |
El-Tawil S, Deierlein GG. Strength and ductility of concrete encased composite columns Journal of Structural Engineering. 125: 1009-1019. |
0.45 |
|
| 1998 |
Deierlein GG. Summary of SAC case study building analyses Journal of Performance of Constructed Facilities. 12: 202-212. DOI: 10.1061/(ASCE)0887-3828(1998)12:4(202) |
0.467 |
|
| 1998 |
El-Tawil S, Deierlein GG. Stress-resultant plasticity for frame structures Journal of Engineering Mechanics. 124: 1360-1370. DOI: 10.1061/(Asce)0733-9399(1998)124:12(1360) |
0.6 |
|
| 1998 |
Chi WM, El-Tawil S, Deierlein GG, Abel JF. Inelastic analyses of a 17-story steel framed building damaged during Northridge Engineering Structures. 20: 481-495. DOI: 10.1016/S0141-0296(97)00036-9 |
0.647 |
|
| 1998 |
Chi WM, El-Tawil S, Deierlein GG, Abel JF. Inelastic analyses of a 17-story steel framed building damaged during Northridge Engineering Structures. 20: 481-495. |
0.447 |
|
| 1997 |
Deierlein GG. Steel-framed structures Progress in Structural Engineering and Materials. 1: 10-17. DOI: 10.1002/PSE.2260010105 |
0.339 |
|
| 1997 |
El-Tawil S, Kanno R, Deierlein GG. Inelastic models for composite moment connections in RCS frames Proceedings of the Engineering Foundation Conference. 197-210. |
0.407 |
|
| 1997 |
Kanno R, Deierlein GG. Seismic behavior of composite (RCS) beam-column joint subassemblies Proceedings of the Engineering Foundation Conference. 236-249. |
0.436 |
|
| 1995 |
El-Tawil S, Sanz-Picón CF, Deierlein GG. Evaluation of ACI 318 and AISC (LRFD) strength provisions for composite beam-columns Journal of Constructional Steel Research. 34: 103-123. DOI: 10.1016/0143-974X(94)00009-7 |
0.606 |
|
| 1995 |
Deierlein GG. Overview of the 1994 NEHRP recommended provisions for the seismic design of composite structures Structures Congress - Proceedings. 2: 1305-1308. |
0.429 |
|
| 1995 |
Leon RT, Deierlein GG. Overview of codes, standards and guidelines for composite construction Structures Congress - Proceedings. 2: 1297-1300. |
0.337 |
|
| 1995 |
El-Tawil S, Deierlein GG. Inelastic analysis and design of composite beam-columns Structures Congress - Proceedings. 2: 1837-1840. |
0.429 |
|
| 1994 |
Kanno R, Deierlein GG. Cyclic behavior of joints between steel beams and reinforced concrete columns Structures Congress Xii. 1137-1142. |
0.397 |
|
| 1992 |
Ziemian RD, McGuire W, Deierlein GG. Inelastic limit states design. Part I: Planar frame studies Journal of Structural Engineering (United States). 118: 2532-2549. DOI: 10.1061/(ASCE)0733-9445(1992)118:9(2532) |
0.379 |
|
| 1992 |
Darwin D, Donahey RC, Clawson WC, Deierlein GG, Leon RT. Commentary on proposed specification for structural steel beams with web openings (with design example) Journal of Structural Engineering (United States). 118: 3325-3349. DOI: 10.1061/(ASCE)0733-9445(1992)118:12(3325) |
0.412 |
|
| 1992 |
Darwin D, Donahey RC, Clawson WC, Deierlein GG, Leon RT. Proposed specification for structural steel beams with web openings Journal of Structural Engineering (United States). 118: 3315-3324. DOI: 10.1061/(ASCE)0733-9445(1992)118:12(3315) |
0.395 |
|
| 1991 |
Hsieh SH, Deierlein GG. Nonlinear analysis of three-dimensional steel frames with semi-rigid connections Computers and Structures. 41: 995-1009. DOI: 10.1016/0045-7949(91)90293-U |
0.354 |
|
| 1989 |
Deierlein GG, Sheikh TM, Yura JA, Jirsa JQ. Beam-column moment connections for composite frames: Part 2 Journal of Structural Engineering (United States). 115: 2877-2896. DOI: 10.1061/(ASCE)0733-9445(1989)115:11(2877) |
0.46 |
|
| 1989 |
Sheikh TM, Deierlein GG, Yura JA, Jirsa JO. Beam-column moment connections for composite frames: Part 1 Journal of Structural Engineering (United States). 115: 2858-2876. DOI: 10.1061/(ASCE)0733-9445(1989)115:11(2858) |
0.668 |
|
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