| Year |
Citation |
Score |
| 2020 |
Zhang H, Calvi PM, Lehman D, Kuder K, Roeder C. Response of Recycled Coarse Aggregate Concrete Subjected to Pure Shear Journal of Structural Engineering-Asce. 146: 4020075. DOI: 10.1061/(Asce)St.1943-541X.0002620 |
0.406 |
|
| 2020 |
Asada H, Sen AD, Li T, Berman JW, Lehman DE, Roeder CW. Seismic performance of chevron‐configured special concentrically braced frames with yielding beams Earthquake Engineering & Structural Dynamics. DOI: 10.1002/Eqe.3320 |
0.404 |
|
| 2019 |
Roeder CW, Sen AD, Asada H, Ibarra SM, Lehman DE, Berman JW, Tsai K, Tsai C, Wu A, Wang K, Liu R. Inelastic behavior and seismic design of multistory chevron-braced frames with yielding beams Journal of Constructional Steel Research. 105817. DOI: 10.1016/J.Jcsr.2019.105817 |
0.537 |
|
| 2019 |
Roeder CW, Sen AD, Terpstra C, Ibarra SM, Liu R, Lehman DE, Berman JW. Effect of beam yielding on chevron braced frames Journal of Constructional Steel Research. 159: 428-441. DOI: 10.1016/J.Jcsr.2019.04.044 |
0.476 |
|
| 2019 |
Wang J, Wang W, Lehman D, Roeder C. Effects of different steel-concrete composite slabs on rigid steel beam-column connection under a column removal scenario Journal of Constructional Steel Research. 153: 55-70. DOI: 10.1016/J.Jcsr.2018.09.025 |
0.54 |
|
| 2019 |
Lehman D, Roeder C, Heid A, Yoo JH. Shear response of concrete filled tubes part II: Analytical study Journal of Constructional Steel Research. 153: 169-178. DOI: 10.1016/J.Jcsr.2018.08.019 |
0.653 |
|
| 2018 |
Lehman D, Roeder C, Heid A, Maki T, Khaleghi B. Shear response of concrete filled tubes part 1: Experiments Journal of Constructional Steel Research. 150: 528-540. DOI: 10.1016/J.Jcsr.2018.08.027 |
0.554 |
|
| 2018 |
Stephens MT, Lehman DE, Roeder CW. Seismic performance modeling of concrete-filled steel tube bridges: Tools and case study Engineering Structures. 165: 88-105. DOI: 10.1016/J.Engstruct.2018.03.019 |
0.546 |
|
| 2018 |
Roeder CW, Stephens MT, Lehman DE. Concrete Filled Steel Tubes for Bridge Pier and Foundation Construction International Journal of Steel Structures. 18: 39-49. DOI: 10.1007/S13296-018-0304-7 |
0.558 |
|
| 2018 |
Yang Y, Liu R, Huo X, Zhou X, Roeder CW. Static Experiment on Mechanical Behavior of Innovative Flat Steel Plate-Concrete Composite Slabs International Journal of Steel Structures. 18: 473-485. DOI: 10.1007/S13296-018-0012-3 |
0.518 |
|
| 2017 |
Chen J, Kuder KG, Lehman DE, Roeder CW, Lowes LN. Creep modeling of concretes with high volumes of supplementary cementitious materials and its application to concrete-filled tubes Materials and Structures/Materiaux Et Constructions. 50. DOI: 10.1617/S11527-016-0955-9 |
0.541 |
|
| 2017 |
Zhu H, Stephens MT, Roeder CW, Lehman DE. Inelastic response prediction of CFST columns and connections subjected to lateral loading Journal of Constructional Steel Research. 132: 130-140. DOI: 10.1016/J.Jcsr.2017.01.016 |
0.56 |
|
| 2017 |
Chen J, Wang Y, Roeder CW, Ma J. Behavior of normal-strength recycled aggregate concrete filled steel tubes under combined loading Engineering Structures. 130: 23-40. DOI: 10.1016/J.Engstruct.2016.09.046 |
0.546 |
|
| 2017 |
Jung E, Lee S, Yoo J, Roeder C, Lehman D. Shear behavior of large-diameter concrete filled tube (CFT) International Journal of Steel Structures. 17: 1651-1665. DOI: 10.1007/S13296-017-1229-2 |
0.662 |
|
| 2016 |
Yang Y, Yu Y, Zhou X, Roeder CW, Huo X. Study on mechanical performance of composite beam with innovative composite slabs Steel and Composite Structures. 21: 537-551. DOI: 10.12989/Scs.2016.21.3.537 |
0.495 |
|
| 2016 |
Yang Y, Yu Y, Guo Y, Roeder CW, Xue Y, Shao Y. Experimental study on shear performance of partially precast castellated steel reinforced concrete (CPSRC) beams Steel and Composite Structures. 21: 289-302. DOI: 10.12989/Scs.2016.21.2.289 |
0.514 |
|
| 2016 |
Moon J, Lehman DE, Roeder CW, Lee HE, Lee TH. Analytical evaluation of reinforced concrete pier and cast-in-steel-shell pile connection behavior considering steel-concrete interface Advances in Materials Science and Engineering. 2016. DOI: 10.1155/2016/4159619 |
0.546 |
|
| 2016 |
Sen AD, Sloat D, Ballard R, Johnson MM, Roeder CW, Lehman DE, Berman JW. Experimental evaluation of the seismic vulnerability of braces and connections in older concentrically braced frames Journal of Structural Engineering (United States). 142. DOI: 10.1061/(ASCE)ST.1943-541X.0001507 |
0.422 |
|
| 2016 |
Stephens MT, Berg LM, Lehman DE, Roeder CW. Seismic CFST column-to-precast cap beam connections for accelerated bridge construction Journal of Structural Engineering (United States). 142. DOI: 10.1061/(Asce)St.1943-541X.0001505 |
0.576 |
|
| 2016 |
Stephens MT, Lehman DE, Roeder CW. Design of CFST column-to-foundation/cap beam connections for moderate and high seismic regions Engineering Structures. 122: 323-337. DOI: 10.1016/J.Engstruct.2016.05.023 |
0.599 |
|
| 2016 |
Lin Z, Liu Y, Roeder CW. Behavior of stud connections between concrete slabs and steel girders under transverse bending moment Engineering Structures. 117: 130-144. DOI: 10.1016/J.Engstruct.2016.03.014 |
0.532 |
|
| 2016 |
Park KS, Moon J, Lee SS, Bae KW, Roeder CW. Embedded steel column-to-foundation connection for a modular structural system Engineering Structures. 110: 244-257. DOI: 10.1016/J.Engstruct.2015.11.034 |
0.51 |
|
| 2015 |
Lehman DE, Kuder KG, Gunnarrson AK, Roeder CW, Berman JW. Circular concrete-filled tubes for improved sustainability and seismic resilience Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001103 |
0.52 |
|
| 2015 |
Kim T, Yoo J, Roeder CW. Experimental investigation on strength and curling influence of bolted connections in thin-walled carbon steel Thin-Walled Structures. 91: 1-12. DOI: 10.1016/J.Tws.2015.01.016 |
0.628 |
|
| 2015 |
Han L, An Y, Roeder C, Ren Q. Performance of concrete-encased CFST box members under bending Journal of Constructional Steel Research. 106: 138-153. DOI: 10.1016/J.Jcsr.2014.12.011 |
0.542 |
|
| 2015 |
An Y, Han L, Roeder C. Performance of concrete-encased CFST box stub columns under axial compression Structures. 3: 211-226. DOI: 10.1016/J.Istruc.2015.05.001 |
0.544 |
|
| 2015 |
Sen AD, Ballard R, Sloat D, Johnson M, Roeder CW, Lehman DE, Berman JW. Seismic evaluation and retrofit of older concentrically-braced frames Improving the Seismic Performance of Existing Buildings and Other Structures 2015 - Proceedings of the 2nd Atc and Sei Conference On Improving the Seismic Performance of Existing Buildings and Other Structures. 317-327. |
0.422 |
|
| 2014 |
Roeder CW, Lehman DE, Berman JW, Johnson M, Sloat D. Seismic performance of concentrically braced frame connections Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3X921K2C |
0.442 |
|
| 2014 |
Stephens MT, Berg L, Lehman DE, Roeder CW. Concrete-filled tubes for accelerated bridge construction Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3RJ48V7W |
0.345 |
|
| 2014 |
Sen AD, Pan L, Sloat D, Roeder CW, Lehman DE, Berman JW, Tsai KC, Li CH, Wu AC. Numerical and experimental assessment of chevron braced frames with weak beams Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3862BC3Z |
0.422 |
|
| 2014 |
Roeder CW, Lehman DE, Stephens M. Concrete-Filled Steel Tubes for Accelerated Bridge Construction Transportation Research Record. 2406: 49-58. DOI: 10.3141/2406-06 |
0.556 |
|
| 2014 |
An Y, Han L, Roeder C. Flexural performance of concrete-encased concrete-filled steel tubes Magazine of Concrete Research. 66: 249-267. DOI: 10.1680/Macr.13.00268 |
0.542 |
|
| 2014 |
Stephens MT, Berg L, Lehman DE, Roeder CW. Seismic design of circular concrete filled tube bridge pier connections for accelerated bridge construction Structures Congress 2014 - Proceedings of the 2014 Structures Congress. 711-722. DOI: 10.1061/9780784413357.064 |
0.457 |
|
| 2014 |
Hsiao PC, Lehman DE, Berman JW, Roeder CW, Powell J. Seismic vulnerability of older braced frames Journal of Performance of Constructed Facilities. 28: 108-120. DOI: 10.1061/(Asce)Cf.1943-5509.0000394 |
0.636 |
|
| 2014 |
Palmer KD, Christopulos AS, Lehman DE, Roeder CW. Experimental evaluation of cyclically loaded, large-scale, planar and 3-d buckling-restrained braced frames Journal of Constructional Steel Research. 101: 415-425. DOI: 10.1016/J.Jcsr.2014.06.008 |
0.51 |
|
| 2013 |
Lehman DE, Roeder C, Stringer SJ, Jellin A. Seismic performance of improved pile-to-wharf deck connections Pci Journal. 58: 62-80. DOI: 10.15554/Pcij.06012013.62.80 |
0.503 |
|
| 2013 |
Tsai CY, Tsai KC, Lin PC, Ao WH, Roeder CW, Mahin SA, Lin CH, Yu YJ, Wang KJ, Wu AC, Chen JC, Lin TH. Seismic design and hybrid tests of a full-scale three-story concentrically braced frame using in-plane buckling braces Earthquake Spectra. 29: 1043-1067. DOI: 10.1193/1.4000165 |
0.486 |
|
| 2013 |
Moon J, Lehman DE, Roeder CW, Lee HE. Strength of circular concrete-filled tubes with and without internal reinforcement under combined loading Journal of Structural Engineering (United States). 139. DOI: 10.1061/(Asce)St.1943-541X.0000788 |
0.584 |
|
| 2013 |
Palmer KD, Roeder CW, Lehman DE, Okazaki T, Shield C. Experimental performance of steel braced frames subjected to bidirectional loading Journal of Structural Engineering (United States). 139: 1274-1284. DOI: 10.1061/(Asce)St.1943-541X.0000624 |
0.586 |
|
| 2013 |
Moon J, Lehman DE, Roeder CW, Lee HE. Evaluation of embedded concrete-filled tube (CFT) column-to-foundation connections Engineering Structures. 56: 22-35. DOI: 10.1016/J.Engstruct.2013.04.011 |
0.582 |
|
| 2013 |
Hsiao PC, Lehman DE, Roeder CW. Evaluation of the response modification coefficient and collapse potential of special concentrically braced frames Earthquake Engineering and Structural Dynamics. 42: 1547-1564. DOI: 10.1002/Eqe.2286 |
0.615 |
|
| 2013 |
Chiaramonte MM, Arduino P, Lehman DE, Roeder CW. Seismic analyses of conventional and improved marginal wharves Earthquake Engineering and Structural Dynamics. 42: 1435-1450. DOI: 10.1002/Eqe.2280 |
0.409 |
|
| 2013 |
Hsiao PC, Lehman DE, Roeder CW. A model to simulate special concentrically braced frames beyond brace fracture Earthquake Engineering and Structural Dynamics. 42: 183-200. DOI: 10.1002/Eqe.2202 |
0.559 |
|
| 2013 |
Hsiao PC, Lehman DE, Roeder CW. Evaluation of collapse potential and the response modification coefficient of SCBFs Structures Congress 2013: Bridging Your Passion With Your Profession - Proceedings of the 2013 Structures Congress. 2675-2692. |
0.388 |
|
| 2012 |
Roeder CW, Lumpkin EJ, Lehman DE. Seismic performance assessment of concentrically braced steel frames Earthquake Spectra. 28: 709-727. DOI: 10.1193/1.4000006 |
0.524 |
|
| 2012 |
Berman JW, Wang BS, Olson AW, Roeder CW, Lehman DE. Rapid assessment of gusset plate safety in steel truss bridges Journal of Bridge Engineering. 17: 221-231. DOI: 10.1061/(Asce)Be.1943-5592.0000246 |
0.583 |
|
| 2012 |
Lehman DE, Roeder CW. Foundation connections for circular concrete-filled tubes Journal of Constructional Steel Research. 78: 212-225. DOI: 10.1016/J.Jcsr.2012.07.001 |
0.601 |
|
| 2012 |
Lumpkin EJ, Hsiao PC, Roeder CW, Lehman DE, Tsai CY, Wu AC, Wei CY, Tsai KC. Investigation of the seismic response of three-story special concentrically braced frames Journal of Constructional Steel Research. 77: 131-144. DOI: 10.1016/J.Jcsr.2012.04.003 |
0.667 |
|
| 2012 |
Hsiao PC, Lehman DE, Roeder CW. Improved analytical model for special concentrically braced frames Journal of Constructional Steel Research. 73: 80-94. DOI: 10.1016/J.Jcsr.2012.01.010 |
0.641 |
|
| 2012 |
Moon J, Roeder CW, Lehman DE, Lee HE. Analytical modeling of bending of circular concrete-filled steel tubes Engineering Structures. 42: 349-361. DOI: 10.1016/J.Engstruct.2012.04.028 |
0.535 |
|
| 2012 |
Palmer KD, Roeder CW, Lehman DE, Okazaki T, Shield CK, Powell J. Concentric X-braced frames with HSS bracing International Journal of Steel Structures. 12: 443-459. DOI: 10.1007/S13296-012-3012-8 |
0.467 |
|
| 2012 |
Lin PC, Tsai KC, Wang KJ, Yu YJ, Wei CY, Wu AC, Tsai CY, Lin CH, Chen JC, Schellenberg AH, Mahin SA, Roeder CW. Seismic design and hybrid tests of a full-scale three-story buckling-restrained braced frame using welded end connections and thin profile Earthquake Engineering and Structural Dynamics. 41: 1001-1020. DOI: 10.1002/Eqe.1171 |
0.553 |
|
| 2011 |
Berman JW, Wang BS, Olson A, Roeder CW, Lehman DE. Simple check for yielding in truss bridge gusset plate connections Structures Congress 2011 - Proceedings of the 2011 Structures Congress. 1027-1035. DOI: 10.1061/41171(401)91 |
0.387 |
|
| 2011 |
Roeder CW, Lehman DE. An economical and efficient foundation connection for concrete filled steel tube piers and columns Composite Construction in Steel and Concrete Vi - Proceedings of the 2008 Composite Construction in Steel and Concrete Conference. 351-363. DOI: 10.1061/41142(396)29 |
0.504 |
|
| 2011 |
Roeder CW, Lumpkin EJ, Lehman DE. A balanced design procedure for special concentrically braced frame connections Journal of Constructional Steel Research. 67: 1760-1772. DOI: 10.1016/J.Jcsr.2011.04.016 |
0.486 |
|
| 2011 |
Roeder CW, Lehman DE, Clark K, Powell J, Yoo JH, Tsai KC, Lin CH, Wei CY. Influence of gusset plate connections and braces on the seismic performance of X-braced frames Earthquake Engineering and Structural Dynamics. 40: 355-374. DOI: 10.1002/Eqe.1024 |
0.637 |
|
| 2010 |
Roeder CW, Lehman DE, Bishop E. Strength and stiffness of circular concrete-filled tubes Journal of Structural Engineering. 136: 1545-1553. DOI: 10.1061/(Asce)St.1943-541X.0000263 |
0.566 |
|
| 2010 |
Roeder CW, Lehman DE. Concrete filled steel bridge piers for improved seismic performace and rapid construction 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 8: 6149-6158. |
0.486 |
|
| 2010 |
Lehman DE, Roeder CW, Powell J, Hsiao PC. Seismic performance and design of braced frame Gusset plate connections 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 5: 3526-3535. |
0.451 |
|
| 2010 |
Roeder CW, Lehman DE, Jellin AR, Brackmann E. Improved pile-to-wharf connections to reduce seismic damage of wharfs 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 3: 1983-1992. |
0.445 |
|
| 2009 |
Roeder CW, Lehman DE. Research on rapidly constructed CFT bridge piers suitable for seismic design Tclee 2009: Lifeline Earthquake Engineering in a Multihazard Environment. 357: 3. DOI: 10.1061/41050(357)3 |
0.511 |
|
| 2009 |
Yoo JH, Roeder CW, Lehman DE. Simulated behavior of multi-story X-braced frames Engineering Structures. 31: 182-197. DOI: 10.1016/J.Engstruct.2008.07.019 |
0.567 |
|
| 2009 |
Roeder CW, Lehman DE, Thody R. Composite action in CFT components and connections Engineering Journal. 46: 229-242. |
0.372 |
|
| 2008 |
Lehman DE, Roeder CW, Herman D, Johnson S, Kotulka B. Improved seismic performance of gusset plate connections Journal of Structural Engineering. 134: 890-901. DOI: 10.1061/(Asce)0733-9445(2008)134:6(890) |
0.513 |
|
| 2008 |
Yoo JH, Roeder CW, Lehman DE. Analytical performance simulation of special concentrically braced frames Journal of Structural Engineering. 134: 881-889. DOI: 10.1061/(Asce)0733-9445(2008)134:6(881) |
0.552 |
|
| 2008 |
Yoo JH, Lehman DE, Roeder CW. Influence of connection design parameters on the seismic performance of braced frames Journal of Constructional Steel Research. 64: 607-623. DOI: 10.1016/J.Jcsr.2007.11.005 |
0.568 |
|
| 2007 |
Roeder CW, Lehman DE. Composite action in concrete filled steel tubes Proceedings of 8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, Pssc 2007. 1: 17-29. |
0.353 |
|
| 2007 |
Roeder CW, Lehman DE, Johnson S, Herman D. Experimental study of seismic performance of braced frame gusset plate connections Proceedings of 8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, Pssc 2007. 2: 73-78. |
0.516 |
|
| 2006 |
Roeder CW, Lehman DE, Christopulos A. Seismic performance of special concentrically braced frames with buckling restrained braces 8th Us National Conference On Earthquake Engineering 2006. 8: 4807-4816. |
0.5 |
|
| 2006 |
Yoo JH, Roeder CW, Lehman DE. Finite element simulation of special concentrically braced frame tests Proceedings of the 5th International Conference On Behaviour of Steel Structures in Seismic Areas - Stessa 2006. 277-282. |
0.5 |
|
| 2006 |
Kingsley AM, Williams TS, Lehman DE, Roeder CW. Experimental and analytical investigation of vanadium micro-alloyed concrete-filled tube-concrete footing connections Welding in the World. 50: 440-447. |
0.483 |
|
| 2006 |
Kingsley AM, Williams TS, Lehman DE, Roeder CW. Seismic performance of high strength vanadium alloy concrete filled tube column-footing connections Proceedings of the 5th International Conference On Behaviour of Steel Structures in Seismic Areas - Stessa 2006. 625-630. |
0.489 |
|
| 2005 |
Lehman DE, Roeder CW, Larsen RA. Design of cotton duck bridge bearing pads Journal of Bridge Engineering. 10: 555-563. DOI: 10.1061/(Asce)1084-0702(2005)10:5(555) |
0.469 |
|
| 2005 |
Roeder CW, Graff R, Soderstrom J, Yoo JM. Seismic performance of pile-wharf connections Journal of Structural Engineering. 131: 428-437. DOI: 10.1061/(Asce)0733-9445(2005)131:3(428) |
0.524 |
|
| 2005 |
Roeder CW, Lehman DE, Christopolus A, Gunnarson I, Johnson S, Yoo JH. Seismic design of braced frame gusset plate connections Wit Transactions On the Built Environment. 81: 105-113. |
0.474 |
|
| 2004 |
Kimura Y, MacRae G, Roeder CW. Steel braced frame composite column connection behavior Structures - a Structural Engineering Odyssey, Structures 2001 - Proceedings of the 2001 Structures Congress and Exposition. 109. DOI: 10.1061/40558(2001)173 |
0.495 |
|
| 2004 |
Roeder CW, Earth KE, Bergman A. Effect of live-load deflections on steel bridge performance Journal of Bridge Engineering. 9: 259-267. DOI: 10.1061/(Asce)1084-0702(2004)9:3(259) |
0.505 |
|
| 2004 |
MacRae GA, Kimura Y, Roeder C. Effect Of Column Stiffness On Braced Frame Seismic Behavior Journal of Structural Engineering-Asce. 130: 381-391. DOI: 10.1061/(Asce)0733-9445(2004)130:3(381) |
0.498 |
|
| 2004 |
MacRae G, Roeder CW, Gunderson C, Kimura Y. Brace-beam-column connections for concentrically braced frames with concrete filled tube columns Journal of Structural Engineering. 130: 233-243. DOI: 10.1061/(Asce)0733-9445(2004)130:2(233) |
0.525 |
|
| 2003 |
Roeder CW. Prequalification of steel moment-frame connection performance Earthquake Spectra. 19: 291-308. DOI: 10.1193/1.1574325 |
0.46 |
|
| 2003 |
Roeder CW. Proposed design method for thermal bridge movements Journal of Bridge Engineering. 8: 12-19. DOI: 10.1061/(Asce)1084-0702(2003)8:1(12) |
0.363 |
|
| 2003 |
Roeder CW, Gaines M. Steel piers for bridge substructures Proceedings of the Structures Congress and Exposition. 1053-1055. |
0.439 |
|
| 2002 |
Roeder CW. Connection performance for seismic design of steel moment frames Journal of Structural Engineering. 128: 517-525. DOI: 10.1061/(Asce)0733-9445(2002)128:4(517) |
0.484 |
|
| 2002 |
Roeder CW. General issues influencing connection performance Journal of Structural Engineering. 128: 420-428. DOI: 10.1061/(Asce)0733-9445(2002)128:4(420) |
0.496 |
|
| 2002 |
Forcier GP, Leon RT, Severson BE, Roeder CW. Seismic performance of riveted connections Journal of Constructional Steel Research. 58: 779-799. DOI: 10.1016/S0143-974X(01)00097-9 |
0.525 |
|
| 2002 |
Roeder CW, MacRae GA, Scott K. Seismic performance of older steel frame mill buildings Journal of Constructional Steel Research. 58: 759-777. DOI: 10.1016/S0143-974X(01)00090-6 |
0.491 |
|
| 2001 |
Tada M, Fukui T, Nakashima M, Roeder CW. Comparison of Seismic Design Provisions for Steel Building Structures between U.S. and Japan Ieee Journal of Solid-State Circuits. 8: 129-143. DOI: 10.11273/Jssc1994.8.31_129 |
0.457 |
|
| 2001 |
MacRae GA, Morrow DV, Roeder CW. Near-fault ground motion effects on simple structures Journal of Structural Engineering. 127: 996-1004. DOI: 10.1061/(Asce)0733-9445(2001)127:9(996) |
0.304 |
|
| 2001 |
Barth KE, Roeder CW, Christopher RA, Wu H. Evaluation of live-load deflection criteria for I-shaped steel bridge girders High Performance Materials in Bridges. 193-208. |
0.333 |
|
| 2000 |
Roeder CW, MacRae G, Crocker P, Arima K, Wong S. Dynamic response and fatigue of steel tied-arch bridge Journal of Bridge Engineering. 5: 14-21. DOI: 10.1061/(Asce)1084-0702(2000)5:1(14) |
0.443 |
|
| 2000 |
Nakashima M, Roeder CW, Maruoka Y. Steel moment frames for earthquakes in United States and Japan Journal of Structural Engineering New York, N.Y.. 126: 861-868. DOI: 10.1061/(Asce)0733-9445(2000)126:8(861) |
0.485 |
|
| 2000 |
Roeder CW. Composite behavior between steel and concrete systems for lateral loads Proceedings of the Conference: Composite Construction in Steel and Concrete Iv. 494-505. |
0.399 |
|
| 1999 |
Roeder CW, Cameron B, Brown CB. Composite action in concrete filled tubes Journal of Structural Engineering. 125: 477-484. DOI: 10.1061/(Asce)0733-9445(1999)125:5(477) |
0.424 |
|
| 1999 |
Roeder CW, Chmielowski R, Brown CB. Shear connector requirements for embedded steel sections Journal of Structural Engineering. 125: 142-151. DOI: 10.1061/(Asce)0733-9445(1999)125:2(142) |
0.402 |
|
| 1998 |
Roeder CW. Overview of hybrid and composite systems for seismic design in the United States Engineering Structures. 20: 355-363. DOI: 10.1016/S0141-0296(97)00035-7 |
0.476 |
|
| 1997 |
Roeder CW, MacRae FA. Steel structures Advances in Earthquake Engineering. 3: 533-561. |
0.39 |
|
| 1996 |
Roeder CW, Banerjee S, Jung DR, Smith SK. The role of building foundations in seismic retrofit Earthquake Spectra. 12: 925-942. DOI: 10.1193/1.1585917 |
0.503 |
|
| 1996 |
Roeder CW, Leon R, Preece FR. Expected seismic behavior of older steel structures Earthquake Spectra. 12: 805-821. DOI: 10.1193/1.1585911 |
0.441 |
|
| 1996 |
Roeder CW, Foutch DA. Experimental results for seismic resistant steel moment frame connections Journal of Structural Engineering. 122: 581-588. DOI: 10.1061/(Asce)0733-9445(1996)122:6(581) |
0.521 |
|
| 1996 |
Roeder CW, Knechtel B, Thomas E, Vaneaton A, Leon RT, Preece FR. Seismic behavior of older steel structures Journal of Structural Engineering. 122: 365-373. DOI: 10.1061/(Asce)0733-9445(1996)122:4(365) |
0.551 |
|
| 1995 |
Roeder CW, Stanton JF, Campbell TI. Rotation of high load multirotational bridge bearings Journal of Structural Engineering (United States). 121: 747-756. DOI: 10.1061/(Asce)0733-9445(1995)121:4(747) |
0.477 |
|
| 1994 |
Schneider SP, Roeder CW. An inelastic substructure technique for the pseudodynamic test method Earthquake Engineering &Amp; Structural Dynamics. 23: 761-775. DOI: 10.1002/Eqe.4290230706 |
0.423 |
|
| 1993 |
Schneider SP, Roeder CW, Carpenter JE. Seismic behavior of moment-resisting steel frames: Experimental study Journal of Structural Engineering (United States). 119: 1885-1902. DOI: 10.1061/(Asce)0733-9445(1993)119:6(1885) |
0.579 |
|
| 1993 |
Roeder CW, Schneider SP, Carpenter JE. Seismic behavior of moment-resisting steel frames: Analytical study Journal of Structural Engineering (United States). 119: 1866-1884. DOI: 10.1061/(Asce)0733-9445(1993)119:6(1866) |
0.533 |
|
| 1992 |
Moorty S, Roeder CW. Temperature-dependent bridge movements Journal of Structural Engineering (United States). 118: 1090-1105. DOI: 10.1061/(Asce)0733-9445(1992)118:4(1090) |
0.36 |
|
| 1991 |
Roeder CW, Stanton JF. State-Of-The Art Elastomeric Bridge Bearing Design Aci Structural Journal. 88: 31-41. DOI: 10.14359/3086 |
0.465 |
|
| 1991 |
Stanton J, Roeder C. Advantages and Limitations of Seismic Isolation Earthquake Spectra. 7: 301-323. DOI: 10.1193/1.1585630 |
0.368 |
|
| 1991 |
Roeder CW. Seismic behavior of concentrically braced frame Journal of Structural Engineering (United States). 117: 2202-2203. DOI: 10.1061/(Asce)0733-9445(1989)115:8(1837) |
0.465 |
|
| 1991 |
Harrington L, Roeder CW. Elevated water tank inelastic seismic analysis . 966-974. |
0.305 |
|
| 1990 |
Roeder CW, Stanton JF, Feller T. Low-temperature performance of elastomeric bearings Journal of Cold Regions Engineering. 4: 113-132. DOI: 10.1061/(Asce)0887-381X(1990)4:3(113) |
0.383 |
|
| 1990 |
Roeder CW, Stanton JF, Taylor AW. Fatigue of steel-reinforced elastomeric bearings Journal of Structural Engineering (United States). 116: 407-426. DOI: 10.1061/(Asce)0733-9445(1990)116:2(407) |
0.428 |
|
| 1990 |
Stanton JF, Scrogglns G, Taylor AW, Roeder CW. Stability of laminated elastomeric bearings Journal of Engineering Mechanics. 116: 1351-1371. DOI: 10.1061/(Asce)0733-9399(1990)116:6(1351) |
0.431 |
|
| 1989 |
Roeder CW, Carpenter JE, Taniguchi H. Predicted ductility demands for steel moment resisting frames Earthquake Spectra. 5: 409-427. DOI: 10.1193/1.1585530 |
0.541 |
|
| 1988 |
Schneider SP, Roeder CW. Analytical predictions of plastic deformations of heated steel Journal of Structural Engineering (United States). 114: 1285-1302. DOI: 10.1061/(Asce)0733-9445(1988)114:6(1285) |
0.36 |
|
| 1987 |
Roeder CW, Foutch DA, Goel SC. Seismic testing of full-scale steel building-part II Journal of Structural Engineering (United States). 113: 2130-2145. DOI: 10.1061/(Asce)0733-9445(1987)113:11(2130) |
0.487 |
|
| 1987 |
Roeder CW, Stanton JF, Taylor AW. PERFORMANCE OF ELASTOMERIC BEARINGS National Cooperative Highway Research Program Report. |
0.339 |
|
| 1986 |
Roeder CW. Experimental study of heat induced deformation Journal of Structural Engineering (United States). 112: 2247-2262. DOI: 10.1061/(Asce)0733-9445(1986)112:10(2247) |
0.399 |
|
| 1985 |
Bertero VV, Corley WG, Degenkolb HJ, Hakala WW, Hanson RD, Jirsa JO, Johnston RG, Krawinker H, Lu L, Mahin SA, McClamroch NH, Roeder CW, Sharpe R, Wight JK. Damage Survey of the Nihon‐Kai‐Chubu, Japan Earthquake of May 26, 1983 Earthquake Spectra. 1: 319-352. DOI: 10.1193/1.1585268 |
0.334 |
|
| 1985 |
Assadi M, Roeder CW. Stability of continuously restrained cantilevers Journal of Engineering Mechanics. 111: 1440-1456. DOI: 10.1061/(Asce)0733-9399(1985)111:12(1440) |
0.363 |
|
| 1983 |
Roeder CW, Stanton JF. Elastomeric bearings: State-of-the-art Journal of Structural Engineering (United States). 109: 2853-2871. DOI: 10.1061/(Asce)0733-9445(1983)109:12(2853) |
0.416 |
|
| 1981 |
Roeder CW, Hawkins NM. CONNECTIONS BETWEEN STEEL FRAMES AND CONCRETE WALLS Engineering Journal. 18: 22-29. |
0.426 |
|
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