DISCUSSIONS AND CLOSURES
Feb 1, 2000
Comparison of Building Analyses Assuming Rigid or Flexible Floors
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VIEW THE REPLYAuthors: Arturo Tena-Colunga and S. H. JuAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 126, Issue 2
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References
1.
López, O. A., and Raven, E. (1999). “An overall evaluation of irregular-floor-plan-shaped buildings located in seismic areas.” Earthquake Spectra, 15(1), 105–120.
2.
Tena-Colunga, A. (1996). “Dynamic evaluation of Oakland's Tourraine Hotel subjected to Loma Prieta earthquake ground motions.” Proc., 7th North Am. Masonry Conf., Vol. 2, 918–929.
3.
Tena-Colunga, A., and Abrams, D. P. (1992). “Response of an unreinforced masonry building during the Loma Prieta earthquake.” Struct. Res. Ser. No. 576, Dept. of Civ. Engrg., University of Illinois at Urbana-Champaign, Ill., Dec.
4.
Tena-Colunga, A., and Abrams, D. P. (1995). “Simplified 3-D dynamic analysis of structures with flexible diaphragms.” Earthquake Engrg. and Struct. Dyn., 24(2), 221–232.
5.
Tena-Colunga, A., and Abrams, D. P. (1996). “Seismic behavior of structures with flexible diaphragms.”J. Struct. Engr., ASCE, 122(4), 439–445.
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Published online: Feb 1, 2000
Published in print: Feb 2000
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Arturo Tena-Colunga
Member, ASCE
S. H. Ju
“Emilio Rosenblueth” Prof. of Civ. Engrg., Departamento de Materiales, Universidad Autónoma Metropolitana Azcapotzalco, Av. San Pablo # 180, 02200 México, D. F., Mexico.
Assoc. Prof., Dept. of Civ. Engrg., Nat. Cheng-Kung Univ., Tainan, Taiwan 70101.
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