R-5References — Chapter 5 Reduced beam section (RBS) moment connection

Chambers, J.J., Almudhafer, S., and Stenger, F. (2003), “Effect of Reduced Beam Section Frames Elements on Stiffness of Moment Frames,” Journal of Structural Engineering, ASCE, Vol. 129, No. 3.

Chen, S.J. and Chao, Y.C. (2001), “Effect of Composite Action on Seismic Performance of Steel Moment Connections with Reduced Beam Sections,” Journal of Constructional Steel Research, Elsevier Science Publishers, Vol. 57.

Chen, S.J., Yeh, C.H., and Chu, J.M. (1996), “Ductile Steel Beam-to-Column Connections for Seismic Resistance,” Journal of Structural Engineering, ASCE, Vol. 122, No. 11, pp. 1,292–1,299.

Engelhardt, M.D. (1999), "The 1999 T.R. Higgins Lecture: Design of Reduced Beam Section Moment Connections," Proceedings of the 1999 North American Steel Construction Conference, AISC, Toronto, Canada, pp. 1-1 to 1-29.

Engelhardt, M.D., Fry, G., Jones, S., Venti, M., and Holliday, S. (2000), "Behavior and Design of Radius-Cut Reduced Beam Section Connections," Report No. SAC/BD-00/17, SAC Joint Venture, Sacramento, Calif.

Engelhardt, M.D., Winneberger, T., Zekany, A.J., and Potyraj, T.J. (1998), “Experimental Investigation of Dogbone Moment Connections,” Engineering Journal, AISC, Vol. 35, No. 4, pp. 128–139.

FEMA (2000g), State of the Art Report on Past Performance of Steel Moment-Frame Buildings in Earthquakes, FEMA 355e, prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, D.C.

Gilton, C., Chi, B., and Uang, C.M. (2000), "Cyclic Response of RBS Moment Connections: Weak Axis Configuration and Deep Column Effects," Report No. SAC/BD-00/23, SAC Joint Venture, Sacramento, Calif.

Grubbs, K.V. (1997),"The Effect of the Dogbone Connection on the Elastic Stiffness of Steel Moment Frames," M.S. Thesis, Department of Civil Engineering, The University of Texas at Austin.

Iwankiw, N.R. and Carter, C. (1996), "The Dogbone: A New Idea to Chew On," Modern Steel Construction, AISC, April.

Kim, D.W., Sim, H.B., and Uang, C.M. (2010), “Cyclic Testing of Non-Orthogonal Steel Moment Connections for LAX TB1T Modifications,” Report No. TR-09/04, Department of Structural Engineering, University of California, San Diego, La Jolla, Calif.

Lee, C.H., Kim, J.H., Jeon, S.W., and Kim, J.H. (2004), “Influence of Panel Zone Strength and Beam Web Connection Method on Seismic Performance of Reduced Beam Section Steel Moment Connections,” Proceedings of the CTBUH 2004 Seoul Conference—Tall Buildings for Historical Cities, Council on Tall Buildings and Urban Habitat, Bethlehem, Pa.

Moore, K.S., Malley, J.O., and Engelhardt, M.D. (1996), “Design of Reduced Beam Section (RBS) Moment Connections,” Steel Tips, Structural Steel Education Council, Moraga, Calif.

Okahashi, Y. (2003), “Reduced Beam Section Connection without Continuity Plates,” M.S. Thesis, Department of Civil and Environmental Engineering, University of Utah.

Paquette, J., Pepin, G., Eatherton, M.R., Leon, R., Nunez, E., Webber, L., Finnigan, S., and Bogdan, T. (2021), “Experimental Investigation of Reduced Beam Section Moment Connections for Steel Wide Flange Sections,” Virginia Polytechnic Institute and State University Structural Engineering and Materials Report No. CE/VPI-ST-19-02, Blacksburg, Va.

Plumier, A. (1990), “New Idea for Safe Structures in Seismic Zones,” IABSE Symposium—Mixed Structures Including New Materials, Brussels, Belgium.

Plumier, A. (1997), “The Dogbone: Back to the Future,” Engineering Journal, AISC, Vol. 34, No. 2, pp. 61–67.

Popov, E.P., Yang, T.S., and Chang, S.P. (1998), “Design of Steel MRF Connections Before and After 1994 Northridge Earthquake,” International Conference on Advances in Steel Structures, Hong Kong, December 11–14, 1996. Also in: Engineering Structures, Elsevier Science Publishers, Vol. 20, No. 12, pp. 1,030–1,038.

Ricles, J.M., Zhang, X., Lu, L.W., and Fisher, J. (2004), “Development of Seismic Guidelines for Deep Column Steel Moment Connections,” ATLSS Report No. 04-13, Lehigh University, Bethlehem, Pa.

Shen, J., Kitjasateanphun, T., and Srivanich, W. (2000), “Seismic Performance of Steel Moment Frames with Reduced Beam Sections,” Journal of Constructional Steel Research, Elsevier Science Publishers, Vol. 22.

Shen, J., Astaneh-Asl, A., and McCallen, D.B. (2002), “Use of Deep Columns in Special Steel Moment Frames,” Steel Tips, Structural Steel Education Council, Moraga, Calif.

Suita, K., Tamura, T., Morita, S., Nakashima, M., and Engelhardt, M.D. (1999), “Plastic Rotation Capacity of Steel Beam-to-Column Connections Using a Reduced Beam Section and No Weld Access Hole Design—Full Scale Tests for Improved Steel Beam-to-Column Subassemblies—Part 1,” Structural Journal, Architectural Institute of Japan, No. 526, pp. 177–184 (in Japanese).

Tremblay, R., Tchebotarev, N., and Filiatrault, A. (1997), "Seismic Performance of RBS Connections for Steel Moment Resisting Frames: Influence of Loading Rate and Floor Slab," Proceedings, Stessa '97, Kyoto, Japan.

Tsai, K.C., Chen, W.Z., and Lin, K.C. (1999), “Steel Reduced Beam Section to Weak Panel Zone Moment Connections,” Proceedings: Workshop on Design Technologies of Earthquake-Resistant Moment-Resisting Connections in Steel Buildings, May 17–18, 1999, Taipei, Taiwan (in Chinese).

Uang, C.M. and Fan, C.C. (1999), "Cyclic Instability of Steel Moment Connections with Reduced Beam Section," Report No. SAC/BD-99/19, SAC Joint Venture, Sacramento, Calif.

Uang, C.M. and Richards, P. (2002), "Cyclic Testing of Steel Moment Connections for East Tower of Hoag Memorial Hospital Presbyterian," Third Progress Report, University of California, San Diego, Calif.

Yu, Q.S., Gilton, C., and Uang, C.M. (2000), "Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects," Report No. SAC/BD-00/22, SAC Joint Venture, Sacramento, Calif.

Zekioglu, A., Mozaffarian, H., Chang, K.L., Uang, C.M., and Noel, S. (1997a), "Designing after Northridge," Modern Steel Construction, AISC, Chicago, Ill.

Zekioglu, A., Mozaffarian, H., and Uang, C.M. (1997b), "Moment Frame Connection Development and Testing for the City of Hope National Medical Center," Building to Last—Proceedings of Structures Congress XV, ASCE, Portland, Ore.