DISCUSSIONS AND CLOSURES
Feb 14, 2003
Discussion of “Behavior and Modeling of Nonprismatic Members Having T-Sections” by Can Balkaya
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Volume 129, Issue 3
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References
Balkaya, C., and Citipitiouglu, E.(1997). “Discussion of ‘Stiffness formulation for nonprismatic beam elements,’ by A. Tena-Colunga.” J. Struct. Eng., 123(12), 1694–1695.
Prakash, V., Powell, G. H., and Filippou, F. C. (1992). “DRAIN-2DX: Base program user guide,” Rep. No. UCB/SEMM-92/29, Dept. of Civil Engineering, Univ. of California at Berkeley, Berkeley, Calif.
Tena-Colunga, A.(1994). “Concerns regarding the seismic design of reinforced concrete haunched beams,” ACI Struct. J., 90(3), 287–293.
Tena-Colunga, A., and Zaldo-Garca, A. (1994). “Ductilidad de Marcos con Trabes Acarteladas y Columnas de Sección Variable.” Rep. No. FJBS CIS-94/04, Centro de Investigación Ssmica, AC, Fundación Javier Barros Sierra, Mexico City (in Spanish).
Tena-Colunga, A. (1996), “Eficiencia de marcos con elementos de sección variable ante cargas laterales.” Proc. X-Congreso Nacional de Ingeniera Estructural, Mérida, Mexico, Vol. I, pp. 183–193, November (in Spanish).
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Published online: Feb 14, 2003
Published in print: Mar 2003
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Arturo Tena-Colunga, M.ASCE
Professor, Departmento de Materiales, Univ. Autónoma Metropolitana Azcapotzalco, Av. San Pablo #180, 02200 México, D.F., Mexico.
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