| Year |
Citation |
Score |
| 2020 |
Reynolds M, Huynh Q, Rafezy B, Uang C. Strength of Partial-Joint-Penetration Groove Welds as Affected by Root Opening, Reinforcing, and Loading Direction Journal of Structural Engineering-Asce. 146: 4020150. DOI: 10.1061/(Asce)St.1943-541X.0002717 |
0.42 |
|
| 2020 |
Luo P, Asada H, Uang C, Tanaka T. Directionality Effect on Strength of Partial-Joint-Penetration Groove Weld Joints Journal of Structural Engineering-Asce. 146: 4020030. DOI: 10.1061/(Asce)St.1943-541X.0002580 |
0.34 |
|
| 2020 |
Chansuk P, Ozkula G, Uang C. Application of Timoshenko Beam-Column Theory in Data Correction for Steel Beam-Column Testing Journal of Structural Engineering-Asce. 146: 4019230. DOI: 10.1061/(Asce)St.1943-541X.0002533 |
0.471 |
|
| 2019 |
Ozkula G, Garai R, Lee P, Uang C. Cyclic Behavior of Electroslag Welded Joints in Beam-to-Built-Up Box Column Steel Moment Connections Journal of Structural Engineering-Asce. 145: 4019146. DOI: 10.1061/(Asce)St.1943-541X.0002409 |
0.444 |
|
| 2019 |
Mashayekh A, Uang C. Cyclic Response of Sloped Steel Moment Connections Journal of Structural Engineering-Asce. 145: 4019058. DOI: 10.1061/(Asce)St.1943-541X.0002339 |
0.485 |
|
| 2019 |
Uang C, Bruneau M. Closure to “State-of-the-Art Review on Seismic Design of Steel Structures” by Chia-Ming Uang and Michel Bruneau Journal of Structural Engineering-Asce. 145: 7019002. DOI: 10.1061/(Asce)St.1943-541X.0002313 |
0.419 |
|
| 2018 |
Uang C, Bruneau M. State-of-the-Art Review on Seismic Design of Steel Structures Journal of Structural Engineering-Asce. 144: 3118002. DOI: 10.1061/(Asce)St.1943-541X.0001973 |
0.418 |
|
| 2017 |
Sim H, Ballantyne G, Chen A, Uang C. Effect of Beam Tension on Cyclic Performance of WUF-W Steel Moment Connection Journal of Structural Engineering-Asce. 143: 4017102. DOI: 10.1061/(Asce)St.1943-541X.0001833 |
0.495 |
|
| 2016 |
Kim DW, Ball SC, Sim HB, Uang CM. Evaluation of sloped RBS moment connections Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001459 |
0.477 |
|
| 2016 |
Lanning J, Benzoni G, Uang CM. Using Buckling-Restrained Braces on Long-Span Bridges. II: Feasibility and Development of a Near-Fault Loading Protocol Journal of Bridge Engineering. 21. DOI: 10.1061/(Asce)Be.1943-5592.0000804 |
0.727 |
|
| 2016 |
Lanning J, Benzoni G, Uang CM. Using Buckling-Restrained Braces on Long-Span Bridges. I: Full-Scale Testing and Design Implications Journal of Bridge Engineering. 21. DOI: 10.1061/(Asce)Be.1943-5592.0000781 |
0.721 |
|
| 2015 |
Hong JK, Uang CM, Okazaki T, Engelhardt MD. Link-to-Column Connection with Supplemental Web Doublers in Eccentrically Braced Frames Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001170 |
0.388 |
|
| 2015 |
Okazaki T, Engelhardt MD, Hong JK, Uang CM, Drolias A. Improved Link-to-Column Connections for Steel Eccentrically Braced Frames Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001041 |
0.393 |
|
| 2015 |
Uang CM, Ozkula G, Harris J. Observations from cyclic tests on deep, slender wide-flange structural Structural Stability Research Council Annual Stability Conference 2015, Ssrc 2015. 247-263. |
0.438 |
|
| 2015 |
Kim DW, Blaney C, Uang CM. Panel zone deformation capacity as affected by weld fracture at column kinking location Engineering Journal. 52: 27-46. |
0.391 |
|
| 2014 |
Kim DW, Uang CM, Blaney C. A model for predicting panel zone deformation capacity in rehabilitated steel moment connections Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D33B5W855 |
0.424 |
|
| 2014 |
Lee P, Garai R, Ozkula G, Uang CM, Sarkisian M. Issues on using welded built-up box columns in steel special moment frames Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3086361K |
0.453 |
|
| 2014 |
Sim HB, Prowell I, Elgamal A, Uang CM. Flexural tests and associated study of a full-scale 65-KW wind turbine tower Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000924 |
0.587 |
|
| 2014 |
Sim HB, Uang CM. Repair of damaged welded connections in cantilevered steel sign structures Engineering Structures. 67: 19-28. DOI: 10.1016/J.Engstruct.2014.02.010 |
0.603 |
|
| 2014 |
Prowell I, Elgamal A, Uang CM, Enrique Luco J, Romanowitz H, Duggan E. Shake table testing and numerical simulation of a utility-scale wind turbine including operational effects Wind Energy. 17: 997-1016. DOI: 10.1002/We.1615 |
0.392 |
|
| 2013 |
Sato A, Uang CM. A FEMA P695 study for the proposed seismic performance factors for cold-formed steel special bolted moment frames Earthquake Spectra. 29: 259-282. DOI: 10.1193/1.4000099 |
0.481 |
|
| 2013 |
Sim HB, Uang CM. Experimental fatigue evaluation of welded connections in cantilevered steel sign structures Journal of Structural Engineering (United States). 139. DOI: 10.1061/(Asce)St.1943-541X.0000751 |
0.614 |
|
| 2013 |
Lee CH, Han KH, Uang CM, Kim DK, Park CH, Kim JH. Flexural strength and rotation capacity of I-shaped beams fabricated from 800-MPa steel Journal of Structural Engineering (United States). 139: 1043-1058. DOI: 10.1061/(Asce)St.1943-541X.0000727 |
0.484 |
|
| 2013 |
Tran AT, Hassett PM, Uang CM. A flexibility-based formulation for the design of continuity plates in steel special moment frames Engineering Journal. 50: 181-200. |
0.343 |
|
| 2012 |
Prowell I, Uang C, Elgamal A, Luco JE, Guo L. Shake Table Testing of a Utility-Scale Wind Turbine Journal of Engineering Mechanics-Asce. 138: 900-909. DOI: 10.1061/(Asce)Em.1943-7889.0000391 |
0.395 |
|
| 2012 |
Sim HB, Uang CM. Stress analyses and parametric study on full-scale fatigue tests of rib-to-deck welded joints in steel orthotropic decks Journal of Bridge Engineering. 17: 765-773. DOI: 10.1061/(Asce)Be.1943-5592.0000307 |
0.61 |
|
| 2012 |
Hong JK, Uang CM. Cyclic testing of a metal building moment frame system with web-tapered members Journal of Constructional Steel Research. 70: 248-255. DOI: 10.1016/J.Jcsr.2011.09.005 |
0.606 |
|
| 2011 |
Guo L, Uang CM, Elgamal A, Prowell I, Zhang S. Pushover analysis of a 53 m high wind turbine tower Advanced Science Letters. 4: 656-662. DOI: 10.1166/Asl.2011.1336 |
0.401 |
|
| 2011 |
Graf T, Malley JO, Sinclair M, Newell J, Blaney C, Fraynt M, Uang CM, Ahmed T. Seismic analysis and rehabilitation of a 15 story pre-northridge steel moment resisting frame building Structures Congress 2011 - Proceedings of the 2011 Structures Congress. 827-838. DOI: 10.1061/41171(401)73 |
0.407 |
|
| 2011 |
Uang CM, Smith MD, Shoemaker WL. Earthquake simulator testing of metal building systems Structures Congress 2011 - Proceedings of the 2011 Structures Congress. 693-704. DOI: 10.1061/41171(401)61 |
0.405 |
|
| 2011 |
Sim HB, Uang CM. Welded sleeve connection design of cantilevered steel sign structures Journal of Structural Engineering. 137: 1303-1310. DOI: 10.1061/(Asce)St.1943-541X.0000379 |
0.612 |
|
| 2010 |
Sato A, Uang CM. Seismic performance factors for cold-formed steel special bolted moment frames Journal of Structural Engineering. 136: 961-967. DOI: 10.1061/(Asce)St.1943-541X.0000191 |
0.488 |
|
| 2010 |
Uang CM, Sato A, Hong JK, Wood K. Cyclic testing and modeling of cold-formed steel special bolted moment frame connections Journal of Structural Engineering. 136: 953-960. DOI: 10.1061/(Asce)St.1943-541X.0000190 |
0.635 |
|
| 2010 |
Prowell I, Elgamal A, Jonkman J, Uang CM. Estimation of seismic load demand for a wind turbine in the time domain European Wind Energy Conference and Exhibition 2010, Ewec 2010. 6: 4710-4717. |
0.312 |
|
| 2009 |
Malley IJ, Sinclair M, Graf T, Blaney C, Fraynt M, Uang C, Newell J, Ahmed T. Seismic upgrade of a 15-story steel moment frame building - Satisfying performance criteria with application of experimental and analytical procedures Improving the Seismic Performance of Existing Buildings and Other Structures - Proc. 2009 Atc and Sei Conference On Improving the Seismic Performance of Existing Buildings and Other Structures. 75-84. DOI: 10.1061/41084(364)8 |
0.434 |
|
| 2009 |
Sim HB, Uang CM, Sikorsky C. Effects of fabrication procedures on fatigue resistance of welded joints in steel orthotropic decks Journal of Bridge Engineering. 14: 366-373. DOI: 10.1061/(Asce)1084-0702(2009)14:5(366) |
0.58 |
|
| 2009 |
Okazaki T, Engelhardt MD, Drolias A, Schell E, Hong JK, Uang CM. Experimental investigation of link-to-column connections in eccentrically braced frames Journal of Constructional Steel Research. 65: 1401-1412. DOI: 10.1016/J.Jcsr.2009.02.003 |
0.599 |
|
| 2009 |
Sato A, Uang CM. Seismic design procedure development for cold-formed steel-special bolted moment frames Journal of Constructional Steel Research. 65: 860-868. DOI: 10.1016/J.Jcsr.2008.03.016 |
0.5 |
|
| 2008 |
Newell JD, Uang CM. Cyclic behavior of steel wide-flange columns subjected to large drift Journal of Structural Engineering. 134: 1334-1342. DOI: 10.1061/(Asce)0733-9445(2008)134:8(1334) |
0.681 |
|
| 2008 |
Sato A, Uang CM. Establishment of capacity design requirements for cold-formed steel-special bolted moment frames Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.369 |
|
| 2008 |
Sato A, Newell JD, Uang CM. Cyclic behavior and seismic design of bolted flange plate steel moment connections Engineering Journal. 45: 221-232. |
0.638 |
|
| 2008 |
Uang CM, Hong JK, Sato A, Wood K. Cyclic testing and modeling of cold-formed steel-special bolted moment frame connections Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.451 |
|
| 2008 |
Chen H, Uang CM, Bjorhovde R, Manley B. Overview of the standard for seismic design of cold-formed steel structural systems - special bolted moment frames Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.388 |
|
| 2008 |
Uang CM, Hong JK, Sato A, Wood K. Cold-formed steel special bolted moment frames: Cyclic testing and numerical modeling of moment connections 19th International Specialty Conference On Recent Research and Developments in Cold-Formed Steel Design and Construction. 563-575. |
0.449 |
|
| 2007 |
Chou CC, Uang CM. Effects of continuity plate and transverse reinforcement on cyclic behavior of SRC moment connections Journal of Structural Engineering. 133: 96-104. DOI: 10.1061/(Asce)0733-9445(2007)133:1(96) |
0.592 |
|
| 2007 |
Richards P, Okazaki T, Engelhardt M, Uang CM. Impact of recent research findings on eccentrically braced frame design Engineering Journal. 44: 41-53. |
0.438 |
|
| 2006 |
Chou CC, Uang CM, Seible F. Experimental evaluation of compressive behavior of orthotropic steel plates for the new San Francisco-Oakland Bay Bridge Journal of Bridge Engineering. 11: 140-150. DOI: 10.1061/(Asce)1084-0702(2006)11:2(140) |
0.428 |
|
| 2006 |
Richards PW, Uang CM. Testing protocol for short links in eccentrically braced frames Journal of Structural Engineering. 132: 1183-1191. DOI: 10.1061/(Asce)0733-9445(2006)132:8(1183) |
0.468 |
|
| 2006 |
Kim SE, Uang CM, Choi SH, An KY. Practical advanced analysis of steel frames considering lateral-torsional buckling Thin-Walled Structures. 44: 709-720. DOI: 10.1016/J.Tws.2006.08.004 |
0.421 |
|
| 2006 |
Chi B, Uang CM, Chen A. Seismic rehabilitation of pre-Northridge steel moment connections: A case study Journal of Constructional Steel Research. 62: 783-792. DOI: 10.1016/J.Jcsr.2005.11.001 |
0.527 |
|
| 2006 |
Kiggins S, Uang CM. Reducing residual drift of buckling-restrained braced frames as a dual system Engineering Structures. 28: 1525-1532. DOI: 10.1016/J.Engstruct.2005.10.023 |
0.386 |
|
| 2006 |
Blaney CP, Fraynt M, Uang CM, Newell JD, Ahmed TA. Experimental and analytical evaluation of project-specific rehabilitated steel moment connections for a 15-story building 8th Us National Conference On Earthquake Engineering 2006. 12: 7402-7411. |
0.636 |
|
| 2006 |
Arnold A, Uang CM, Osteraas J. Cyclic performance and damage assement of stucco and gypsum sheathe d walls 8th Us National Conference On Earthquake Engineering 2006. 14: 8516-8524. |
0.334 |
|
| 2006 |
Hong JK, Uang CM, Wood K. Cyclic testing of bolted moment connections for a type of cold-formed pre-fabricated mezzanines 8th Us National Conference On Earthquake Engineering 2006. 16: 9452-9461. |
0.398 |
|
| 2006 |
Richards P, Uang CM. Capacity based design of eccentrically braced frames 8th Us National Conference On Earthquake Engineering 2006. 13: 7695-7703. |
0.329 |
|
| 2005 |
Lee CH, Jeon SW, Kim JH, Uang CM. Effects of panel zone strength and beam web connection method on seismic performance of reduced beam section steel moment connections Journal of Structural Engineering. 131: 1854-1865. DOI: 10.1061/(Asce)0733-9445(2005)131:12(1854) |
0.492 |
|
| 2005 |
Richards PW, Uang CM. Effect of flange width-thickness ratio on eccentrically braced frames link cyclic rotation capacity Journal of Structural Engineering. 131: 1546-1552. DOI: 10.1061/(Asce)0733-9445(2005)131:10(1546) |
0.437 |
|
| 2005 |
Bruneau M, Engelhardt M, Filiatrault A, Goel SC, Itani A, Hajjar J, Leon R, Ricles J, Stojadinovic B, Uang CM. Review of selected recent research on US seismic design and retrofit strategies for steel structures Progress in Structural Engineering and Materials. 7: 103-114. DOI: 10.1002/Pse.192 |
0.37 |
|
| 2005 |
Uang CM, Seible F, McDaniel C, Chou CC. Performance evaluation of shear links and orthotropic bridge deck panels for the new San Francisco-Oakland Bay Bridge Earthquake Engineering and Structural Dynamics. 34: 393-408. DOI: 10.1002/Eqe.446 |
0.619 |
|
| 2004 |
Filiatrault A, Fischer D, Folz B, Uang CM. Shake table testing of a full-scale two-story woodframe house Structures - a Structural Engineering Odyssey, Structures 2001 - Proceedings of the 2001 Structures Congress and Exposition. 109. DOI: 10.1061/40558(2001)176 |
0.39 |
|
| 2004 |
Chen TA, Uang CM, Chi B, Ungerer J. Application of FEMA 351 on seismic upgrade of Los Angeles county public works headquarters Structures - a Structural Engineering Odyssey, Structures 2001 - Proceedings of the 2001 Structures Congress and Exposition. 109. DOI: 10.1061/40558(2001)150 |
0.408 |
|
| 2004 |
Filiatrault A, Uang CM, Seible F. Ongoing seismic testing and analysis program of the CUREe-Caltech Woodframe Project Structures Congress 2000: Advanced Technology in Structural Engineering. 103. DOI: 10.1061/40492(2000)103 |
0.333 |
|
| 2003 |
McDaniel CC, Uang CM, Seible F. Cyclic testing of built-up steel shear links for the new bay bridge Journal of Structural Engineering. 129: 801-809. DOI: 10.1061/(Asce)0733-9445(2003)129:6(801) |
0.528 |
|
| 2003 |
Uang CM, Gatto K. Effects of finish materials and dynamic loading on the cyclic response of woodframe shearwalls Journal of Structural Engineering. 129: 1394-1402. DOI: 10.1061/(Asce)0733-9445(2003)129:10(1394) |
0.446 |
|
| 2003 |
Gatto K, Uang CM. Effects of loading protocol on the cyclic response of woodframe shearwalls Journal of Structural Engineering. 129: 1384-1393. DOI: 10.1061/(Asce)0733-9445(2003)129:10(1384) |
0.439 |
|
| 2003 |
Chou CC, McDaniel CC, Uang CM, Seible F. Numerical and experimental investigation of steel structural component of the new San Francisco-Oakland Bay Bridge Computational Fluid and Solid Mechanics 2003. 192-196. DOI: 10.1016/B978-008044046-0.50048-8 |
0.396 |
|
| 2003 |
Chou CC, Uang CM. A procedure for evaluating seismic energy demand of framed structures Earthquake Engineering and Structural Dynamics. 32: 229-244. DOI: 10.1002/Eqe.221 |
0.444 |
|
| 2002 |
Filiatrault A, Fischer D, Folz B, Uang CM. Experimental parametric study on the in-plane stiffness of wood diaphragms Canadian Journal of Civil Engineering. 29: 554-566. DOI: 10.1139/L02-036 |
0.438 |
|
| 2002 |
Christopoulos C, Filiatrault A, Uang C, Folz B. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames Journal of Structural Engineering-Asce. 128: 1111-1120. DOI: 10.1061/(Asce)0733-9445(2002)128:9(1111) |
0.513 |
|
| 2002 |
Chi B, Uang CM. Cyclic response and design recommendations of reduced beam section moment connections with deep columns Journal of Structural Engineering. 128: 464-473. DOI: 10.1061/(Asce)0733-9445(2002)128:4(464) |
0.484 |
|
| 2002 |
Gilton CS, Uang CM. Cyclic response and design recommendations of weak-axis reduced beam section moment connections Journal of Structural Engineering. 128: 452-463. DOI: 10.1061/(Asce)0733-9445(2002)128:4(452) |
0.499 |
|
| 2002 |
Filiatrault A, Fischer D, Folz B, Uang C. Seismic Testing of Two-Story Woodframe House: Influence of Wall Finish Materials Journal of Structural Engineering-Asce. 128: 1337-1345. DOI: 10.1061/(Asce)0733-9445(2002)128:10(1337) |
0.474 |
|
| 2002 |
Chou CC, Uang CM. Cyclic performance of a type of steel beam to steel-encased reinforced concrete column moment connection Journal of Constructional Steel Research. 58: 637-663. DOI: 10.1016/S0143-974X(01)00089-X |
0.589 |
|
| 2001 |
Amin NR, Uzarski J, Uang CM, Chou CC, Meyer JD, Wu SM, Chen IJ, Heintz JA, Poland CD. Performance of structures Earthquake Spectra. 17: 81. DOI: 10.1193/1.1586195 |
0.401 |
|
| 2001 |
Lee CH, Uang CM. Analytical modeling and seismic design of steel moment connections with welded straight haunch Journal of Structural Engineering. 127: 1028-1035. DOI: 10.1061/(ASCE)0733-9445(2001)127:9(1028) |
0.394 |
|
| 2001 |
Uang CM, Fan CC. Cyclic stability criteria for steel moment connections with reduced beam section Journal of Structural Engineering. 127: 1021-1027. DOI: 10.1061/(Asce)0733-9445(2001)127:9(1021) |
0.474 |
|
| 2001 |
Uang CM, Fan CC. A statistical study on cyclic stability criteria of beams in RBS moment connections Proceedings - Annual Technical Session, Structural Stability Research Council. 109-126. |
0.346 |
|
| 2000 |
Yu Kent BQS, Uang CM, Gross J. Seismic rehabilitation design of steel moment connection with welded haunch Journal of Structural Engineering New York, N.Y.. 126: 69-78. DOI: 10.1061/(Asce)0733-9445(2000)126:1(69) |
0.473 |
|
| 2000 |
Uang CM, Yu Kent QS, Noel S, Gross J. Cyclic testing of steel moment connections rehabilitated with RBS or welded haunch Journal of Structural Engineering New York, N.Y.. 126: 57-68. DOI: 10.1061/(Asce)0733-9445(2000)126:1(57) |
0.46 |
|
| 2000 |
Chou CC, Uang CM. Establishing absorbed energy spectra - An attenuation approach Earthquake Engineering and Structural Dynamics. 29: 1441-1455. DOI: 10.1002/1096-9845(200010)29:10<1441::Aid-Eqe967>3.0.Co;2-E |
0.415 |
|
| 1999 |
Uang CM, Kleiser M. Cyclic testing of steel-latticed members for the San Francisco-Oakland Bay Bridge Transportation Research Record. 38-45. DOI: 10.3141/1688-05 |
0.548 |
|
| 1999 |
Kleiser M, Uang CM. Steel latticed members under cyclic axial and flexural actions Journal of Structural Engineering. 125: 393-400. DOI: 10.1061/(Asce)0733-9445(1999)125:4(393) |
0.537 |
|
| 1998 |
Uang CM, Bondad D, Lee CH. Cyclic performance of haunch repaired steel moment connections: Experimental testing and analytical modeling Engineering Structures. 20: 552-561. DOI: 10.1016/S0141-0296(97)00093-X |
0.548 |
|
| 1997 |
Uang CM, Yu QS, Sadre A, Bonowitz D, Youssef N, Vinkler J. Seismic response of an instrumented 13-story steel frame building damaged in the 1994 Northridge earthquake Earthquake Spectra. 13: 131-149. DOI: 10.1193/1.1585935 |
0.495 |
|
| 1997 |
Lee CH, Uang CM. Analytical modeling of dual panel zone in haunch repaired steel MRFs Journal of Structural Engineering. 123: 20-28. DOI: 10.1061/(Asce)0733-9445(1997)123:1(20) |
0.506 |
|
| 1995 |
Uang C, Maarouf A. Estimating seismic drifts of multistory reinforced concrete frames Structural Design of Tall Buildings. 4: 61-70. DOI: 10.1002/Tal.4320040107 |
0.479 |
|
| 1994 |
Uang CM, Maarouf A. Deflection amplification factor for seismic design provisions Journal of Structural Engineering (United States). 120: 2423-2436. DOI: 10.1061/(Asce)0733-9445(1994)120:8(2423) |
0.435 |
|
| 1993 |
Uang C. An Evaluation of Two-Level Seismic Design Procedure: Earthquake Spectra. 9: 121-135. DOI: 10.1193/1.1585708 |
0.39 |
|
| 1992 |
Uang C. Seismic Effects on Structures Earthquake Spectra. 8: 641-642. DOI: 10.1193/1.1585701 |
0.366 |
|
| 1991 |
Uang CM, Bertero VV. UBC seismic serviceability regulations: Critical review Journal of Structural Engineering (United States). 117: 2055-2068. DOI: 10.1061/(Asce)0733-9445(1991)117:7(2055) |
0.393 |
|
| 1991 |
Uang CM. Establishing R (or Rw) and Cd factors for building seismic provisions Journal of Structural Engineering (United States). 117: 19-28. DOI: 10.1061/(Asce)0733-9445(1991)117:1(19) |
0.332 |
|
| 1991 |
Uang C. Comparison of seismic force reduction factors used in U.S.A. and Japan Earthquake Engineering & Structural Dynamics. 20: 389-397. DOI: 10.1002/Eqe.4290200407 |
0.336 |
|
| 1990 |
Uang C‐, Bertero VV. Evaluation of seismic energy in structures Earthquake Engineering &Amp; Structural Dynamics. 19: 77-90. DOI: 10.1002/Eqe.4290190108 |
0.3 |
|
| 1989 |
Whittaker AS, Uang C, Bertero VV. Seismic Testing of Eccentrically Braced Dual Steel Systems Earthquake Spectra. 5: 429-449. DOI: 10.1193/1.1585531 |
0.524 |
|
| 1989 |
Bertero VV, Uang CM, Llopiz CR, Igarashi K. Earthquake simulator testing ofconcentric braced dual system Journal of Structural Engineering (United States). 115: 1877-1894. DOI: 10.1061/(Asce)0733-9445(1989)115:8(1877) |
0.503 |
|
| 1989 |
Whittaker AS, Uang CM, Bertero VV. Experimental behavior of dual steel system Journal of Structural Engineering (United States). 115: 183-200. DOI: 10.1061/(Asce)0733-9445(1989)115:1(183) |
0.488 |
|
| 1989 |
Uang C‐, Bertero VV, Clough RW. Correlation studies using the equivalent base horizontal acceleration method Earthquake Engineering &Amp; Structural Dynamics. 18: 33-47. DOI: 10.1002/Eqe.4290180105 |
0.425 |
|
| Show low-probability matches. |