Year |
Citation |
Score |
2020 |
Wang J, Wang W, Bao Y, Lehman D. Numerical investigation on progressive collapse resistance of steel-concrete composite floor systems Structure and Infrastructure Engineering. 1-15. DOI: 10.1080/15732479.2020.1733622 |
0.445 |
|
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 |
0.445 |
|
2020 |
Behrouzi AA, Mock AW, Lehman DE, Lowes LN, Kuchma DA. Impact of bi-directional loading on the seismic performance of C-shaped piers of core walls Engineering Structures. 225: 111289. DOI: 10.1016/J.Engstruct.2020.111289 |
0.541 |
|
2020 |
Guo Z, Jiang T, Zhang J, Kong X, Chen C, Lehman DE. Mechanical and durability properties of sustainable self-compacting concrete with recycled concrete aggregate and fly ash, slag and silica fume Construction and Building Materials. 231: 117115. DOI: 10.1016/J.Conbuildmat.2019.117115 |
0.371 |
|
2020 |
Zhang H, Wang Y, Lehman DE, Geng Y. Autogenous-shrinkage model for concrete with coarse and fine recycled aggregate Cement & Concrete Composites. 111: 103600. DOI: 10.1016/J.Cemconcomp.2020.103600 |
0.427 |
|
2020 |
Zhang H, Wang Y, Lehman DE, Geng Y, Kuder K. Time-dependent drying shrinkage model for concrete with coarse and fine recycled aggregate Cement & Concrete Composites. 105: 103426. DOI: 10.1016/J.Cemconcomp.2019.103426 |
0.396 |
|
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 |
0.419 |
|
2019 |
Marafi NA, Ahmed KA, Lehman DE, Lowes LN. Variability in Seismic Collapse Probabilities of Solid- and Coupled-Wall Buildings Journal of Structural Engineering-Asce. 145: 4019047. DOI: 10.1061/(Asce)St.1943-541X.0002311 |
0.422 |
|
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 |
0.543 |
|
2019 |
Wang J, Wang W, Bao Y, Lehman D. Full-scale test of a steel moment-resisting frame with composite floor under a penultimate edge column removal scenario Journal of Constructional Steel Research. 162: 105717. DOI: 10.1016/J.Jcsr.2019.105717 |
0.468 |
|
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 |
0.467 |
|
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 |
0.493 |
|
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 |
0.554 |
|
2019 |
Lowes LN, Lehman DE, Whitman Z. Investigation of failure mechanisms and development of design recommendations for flexural reinforced concrete walls Engineering Structures. 186: 323-335. DOI: 10.1016/J.Engstruct.2019.01.122 |
0.577 |
|
2018 |
Welt TS, Lehman DE, LaFave JM. Boundary Element Detailing in Special Concrete Structural Walls Aci Structural Journal. 115: 635-647. DOI: 10.14359/51701278 |
0.416 |
|
2018 |
Shegay AV, Motter CJ, Elwood KJ, Henry RS, Lehman DE, Lowes LN. Impact of Axial Load on the Seismic Response of Rectangular Walls Journal of Structural Engineering-Asce. 144: 4018124. DOI: 10.1061/(Asce)St.1943-541X.0002122 |
0.449 |
|
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 |
0.558 |
|
2018 |
Guo Z, Tu A, Chen C, Lehman DE. Mechanical properties, durability, and life-cycle assessment of concrete building blocks incorporating recycled concrete aggregates Journal of Cleaner Production. 199: 136-149. DOI: 10.1016/J.Jclepro.2018.07.069 |
0.511 |
|
2018 |
Pugh JS, Lowes LN, Lehman DE. Corrigendum to “Nonlinear line-element modeling of flexural reinforced concrete walls” [Eng. Struct. 104 (2015) 174–192] Engineering Structures. 171: 894. DOI: 10.1016/J.Engstruct.2018.03.087 |
0.414 |
|
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 |
0.584 |
|
2018 |
Welt T, Lehman D, Lowes L, LaFave J. A constitutive model for confined concrete in slender rectangular RC sections incorporating compressive energy Construction and Building Materials. 193: 344-362. DOI: 10.1016/J.Conbuildmat.2018.10.138 |
0.548 |
|
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 |
0.533 |
|
2017 |
Guo Z, Xu Z, Chen C, Zhang B, Lehman DE, Cao S. Behavior of GFRP retrofitted reinforced concrete slabs subjected to conventional explosive blast Materials and Structures. 50. DOI: 10.1617/S11527-017-1107-6 |
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 |
0.553 |
|
2017 |
Guo Z, Chen C, Lehman DE, Xiao W, Zheng S, Fan B. Mechanical and durability behaviours of concrete made with recycled coarse and fine aggregates European Journal of Environmental and Civil Engineering. 24: 171-189. DOI: 10.1080/19648189.2017.1371083 |
0.391 |
|
2017 |
Pugh JS, Lowes LN, Lehman DE. Accurate Methods for Elastic Seismic Demand Analysis of Reinforced Concrete Walled Buildings Journal of Structural Engineering-Asce. 143: 4017062. DOI: 10.1061/(Asce)St.1943-541X.0001669 |
0.564 |
|
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 |
0.54 |
|
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 |
0.549 |
|
2017 |
Guo Z, Chen C, Fan B, Lehman DE, Sun W. Experimental study on frame structures with recycled aggregate concrete under lateral cyclic loads Structural Concrete. 19: 411-421. DOI: 10.1002/Suco.201600169 |
0.557 |
|
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 |
0.533 |
|
2016 |
Welt TS, Massone LM, LaFave JM, Lehman DE, McCabe SL, Polanco P. Confinement Behavior of Rectangular Reinforced Concrete Prisms Simulating Wall Boundary Elements Journal of Structural Engineering-Asce. 143: 4016204. DOI: 10.1061/(Asce)St.1943-541X.0001682 |
0.549 |
|
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 |
0.351 |
|
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 |
0.569 |
|
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 |
0.587 |
|
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 |
0.524 |
|
2015 |
Pugh JS, Lowes LN, Lehman DE. Nonlinear line-element modeling of flexural reinforced concrete walls Engineering Structures. 104: 174-192. DOI: 10.1016/J.Engstruct.2015.08.037 |
0.526 |
|
2015 |
Lehman DE, Lowes LN, Pugh J, Whitman Z. Nonlinear analysis methods for flexural seismic reinforced concrete walls 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. 57-73. |
0.454 |
|
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. |
0.424 |
|
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 |
0.435 |
|
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 |
0.396 |
|
2014 |
Pugh JS, Lowes LN, Lehman DE. Seismic design of slender concrete walls Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3D795B64 |
0.517 |
|
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 |
0.412 |
|
2014 |
Birely AC, Lowes LN, Lehman DE, Aviram A, Kelly DJ. ASCE/SEI 31/41 evaluations of buildings damaged in the 2010 Maule, Chile Earthquake Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D35Q4RM6H |
0.755 |
|
2014 |
Aviram A, Kelly DJ, Birely AC, Lowes LN, Lehman DE. Disparate damage levels from the 2010 Maule, Chile earthquake in two similar reinforced concrete shear wall buildings Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3222R64X |
0.792 |
|
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 |
0.531 |
|
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 |
0.447 |
|
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 |
0.527 |
|
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 |
0.492 |
|
2013 |
Moon J, Lehman DE, Ko H, Lee HE. Analytical simulation of axial behavior of RCFT wall Applied Mechanics and Materials. 284: 1220-1224. DOI: 10.4028/Www.Scientific.Net/Amm.284-287.1220 |
0.502 |
|
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 |
0.507 |
|
2013 |
Lehman DE, Turgeon JA, Birely AC, Hart CR, Marley KP, Kuchma DA, Lowes LN. Seismic behavior of a modern concrete coupled wall Journal of Structural Engineering (United States). 139: 1371-1381. DOI: 10.1061/(Asce)St.1943-541X.0000853 |
0.776 |
|
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 |
0.575 |
|
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 |
0.55 |
|
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 |
0.581 |
|
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 |
0.495 |
|
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 |
0.448 |
|
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 |
0.395 |
|
2013 |
Lehman DE, Roeder C, Stringer SJ, Jellin A. Seismic performance of improved pile-to-wharf deck connections Pci Journal. 58: 62-80. |
0.319 |
|
2013 |
Birely AC, Lowes LN, Lehman DE, Aviram A, Kelly DJ. ASCE 31/41 evaluation of damaged chilean walled buildings Structures Congress 2013: Bridging Your Passion With Your Profession - Proceedings of the 2013 Structures Congress. 2056-2067. |
0.759 |
|
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. |
0.397 |
|
2012 |
Birely AC, Lowes LN, Lehman DE. Linear Analysis of Concrete Frames Considering Joint Flexibility Aci Structural Journal. 109: 381-392. DOI: 10.14359/51683752 |
0.742 |
|
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 |
0.505 |
|
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 |
0.425 |
|
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 |
0.535 |
|
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 |
0.532 |
|
2012 |
Lowes LN, Lehman DE, Birely AC, Kuchma DA, Marley KP, Hart CR. Earthquake response of slender planar concrete walls with modern detailing Engineering Structures. 43: 31-47. DOI: 10.1016/J.Engstruct.2012.04.040 |
0.785 |
|
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 |
0.52 |
|
2012 |
Birely AC, Lowes LN, Lehman DE. A model for the practical nonlinear analysis of reinforced-concrete frames including joint flexibility Engineering Structures. 34: 455-465. DOI: 10.1016/J.Engstruct.2011.09.003 |
0.755 |
|
2012 |
Kuder K, Lehman D, Berman J, Hannesson G, Shogren R. Mechanical properties of self consolidating concrete blended with high volumes of fly ash and slag Construction and Building Materials. 34: 285-295. DOI: 10.1016/J.Conbuildmat.2012.02.034 |
0.376 |
|
2012 |
Hannesson G, Kuder K, Shogren R, Lehman D. The influence of high volume of fly ash and slag on the compressive strength of self-consolidating concrete Construction and Building Materials. 30: 161-168. DOI: 10.1016/J.Conbuildmat.2011.11.046 |
0.387 |
|
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 |
0.441 |
|
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 |
0.364 |
|
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 |
0.491 |
|
2011 |
Lehman D, Stanton J, Alire D. Seismic Evaluation of Beam‐Column Joints in Older Concrete Exterior Frames Journal of Structural Engineering-Asce. 348. DOI: 10.1061/(Asce)St.1943-541X.0000463 |
0.549 |
|
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 |
0.443 |
|
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 |
0.473 |
|
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 |
0.556 |
|
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. |
0.474 |
|
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. |
0.457 |
|
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. |
0.381 |
|
2010 |
Birely A, Lowes LN, Lehman DE, Marley K, Hart C, Kuchma D. Investigation of the seismic response of slender planar concrete walls 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 5: 4006-4015. |
0.484 |
|
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 |
0.5 |
|
2009 |
Yoo JH, Roeder CW, Lehman DE. Corrigendum to: "Simulated behavior of multi-story X-braced frames" [Eng Struct 31 (2009) 182-197] (DOI:10.1016/j.engstruct.2008.07.019) Engineering Structures. 31: 2213. DOI: 10.1016/J.Engstruct.2009.04.004 |
0.301 |
|
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 |
0.552 |
|
2009 |
Lowes LN, Oyen P, Lehman DE. Evaluation and calibration of load-deformation models for concrete walls American Concrete Institute, Aci Special Publication. 171-197. |
0.471 |
|
2009 |
Roeder CW, Lehman DE, Thody R. Composite action in CFT components and connections Engineering Journal. 46: 229-242. |
0.346 |
|
2008 |
Berry MP, Lehman DE, Lowes LN. Appendix: 105-S26 Lumped-Plasticity Models for Performance Simulation of Bridge Columns Aci Structural Journal. 105. DOI: 10.14359/56427 |
0.355 |
|
2008 |
Berry MP, Lehman DE, Lowes LN. Lumped-plasticity models for performance simulation of bridge columns Aci Structural Journal. 105: 270-279. DOI: 10.14359/19786 |
0.544 |
|
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) |
0.458 |
|
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) |
0.512 |
|
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 |
0.53 |
|
2008 |
Anderson M, Lehman D, Stanton J. A cyclic shear stress-strain model for joints without transverse reinforcement Engineering Structures. 30: 941-954. DOI: 10.1016/J.Engstruct.2007.02.005 |
0.508 |
|
2008 |
Doepker B, Lowes LN, Lehman DE. Evaluation of practical methods for analysis of reinforced concrete walls Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.524 |
|
2007 |
Elwood KJ, Matamoros AB, Wallace JW, Lehman DE, Heintz JA, Mitchell AD, Moore MA, Valley MT, Lowes LN, Comartin CD, Moehle JP. Update to ASCE/SEI 41 concrete provisions Earthquake Spectra. 23: 493-523. DOI: 10.1193/1.2757714 |
0.584 |
|
2007 |
Mitchell AD, Elwood KJ, Moehle JP, Wallace JW, Comartin CD, Heintz JA, Lehman DE, Matamoros AB, Moore MA, Valley MT. Improved predictions of seismic performance of existing concrete buildings - ASCE/SEI 41, supplement No. 1 New Horizons and Better Practices. DOI: 10.1061/40946(248)34 |
0.38 |
|
2007 |
Kuchma D, Lehman DE, Lowes LN, Zhang J. Investigation of the seismic behavior and analysis of reinforced concrete structural walls using the UIUC NEES facility New Horizons and Better Practices. DOI: 10.1061/40946(248)23 |
0.472 |
|
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. |
0.327 |
|
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. |
0.474 |
|
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. |
0.459 |
|
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. |
0.466 |
|
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. |
0.475 |
|
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. |
0.455 |
|
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) |
0.444 |
|
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. |
0.429 |
|
2004 |
Lehman D, Moehle J, Mahin S, Calderone A, Henry L. Experimental Evaluation of the Seismic Performance of Reinforced Concrete Bridge Columns Journal of Structural Engineering-Asce. 130: 869-879. DOI: 10.1061/(Asce)0733-9445(2004)130:6(869) |
0.554 |
|
2002 |
Raynor DJ, Lehman DE, Stanton JF. Bond-slip response of reinforcing bars grouted in ducts Aci Structural Journal. 99: 568-576. DOI: 10.14359/12296 |
0.49 |
|
2001 |
Lehman DE, Gookin SE, Nacamull AM, Moehle JP. Repair of earthquake-damaged bridge columns Aci Structural Journal. 98: 233-242. DOI: 10.14359/10192 |
0.465 |
|
Show low-probability matches. |