TECHNICAL PAPERS
Apr 1, 1996

Model to Incorporate Architectural Walls in Structural Analyses

Publication: Journal of Structural Engineering
Volume 122, Issue 4

Abstract

This paper presents a theoretical model that has been developed to represent and include architectural walls in structural analyses. The model has been incorporated into a nonlinear, dynamic, finite-element analysis program. While analytical models have been developed previously to represent architectural components in buildings, few models are available to include them in structural analyses. The model is intended to be used by researchers and practitioners to study the effects of architectural walls on building response. The level of complexity and the level of accuracy of the model are balanced so that the model may be incorporated into large finite element models without an undue increase in computational effort, yet is representative of actual wall characteristics. Comparisons between theoretical and experimental results indicate that the model effectively represents the behavior of interior partition walls; the ratio of energy dissipated by the analytical model versus experimental results ranges from 0.9 to 1.1. The analytical response of walls in a two-story frame subjected to input ground motions is included to illustrate the incorporation of architectural walls in structural analyses.

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References

1.
Adham, S. A., Avanessian, V., Hart, G. C., Anderson, R. W., Elmlinger, J., and Gregory, J.(1990). “Shear wall resistance of lightgage steel stud wall systems.”Earthquake Spectra, 6(1), 1–14.
2.
Allahabadi, R. (1987). “DRAIN-2DX, seismic response and damage assessment of 2D structures,” PhD thesis, Univ. of California–Berkeley, Berkeley, Calif.
3.
Aoyama, H. (1971). “Analysis on a school building damaged during the Tockachi-Oki earthquake.”Proc., Kanto District Symp. of AIJ, Tokyo, Japan.
4.
Atalay, M. B., and Penzien, J. (1975). “The seismic behavior of critical regions of reinforced concrete components influenced by moment, shear, and axial force.”UCB/EERC Rep. 75-19, Univ. of California–Berkeley, Berkeley, Calif.
5.
Bertero, V. V., Anderson, J. C., Krawinkler, H., and Miranda, E. (1991). “Design guidelines for ductility and drift limits.”Rep. No. UCB/EERC-91/15. Earthquake Engrg. Res. Ctr., Univ. of California–Berkeley, Berkeley, Calif.
6.
Fajfar, P., and Krawinkler, H., eds. (1992). Nonlinear seismic analysis and design of reinforced concrete buildings . Elsevier Appl. Sci., London, U.K.
7.
Freeman, S. A. (1966). First (NVO-99-15), second (JAB-99-35), third (JAB-99-54), & fourth (JAB-99-55) progress reports on racking tests of wall panels, NVO-99-15 . John A. Blume & Assoc. Res. Div., San Francisco, Calif.
8.
Freeman, S. A.(1977). “Racking tests of high-rise building partitions.”J. Struct. Div., 103(8), 1673–1685.
9.
Itani, R. Y., and Cheung, C. K.(1984). “Nonlinear analysis of sheathed wood diaphragms.”J. Struct. Engrg., 110(9), 2137–2147.
10.
Iwan, W. D. (1973). “A model for the dynamic analysis of deteriorating structures.”Proc., Fifth World Conf. on Earthquake Engrg., Rome, Italy.
11.
Kunnath, S., Reinhorn, A., and Park, Y.(1990). “Analytical modeling of inelastic seismic response of reinforced concrete structures.”J. Struct. Engrg., 116(4), 996–1017.
12.
Kustu, O., and Bouwkamp, J. G. (1975). “Behavior of reinforced concrete deep beam-column sub-assemblages under cyclic loads.”UCB/EERC Rep. 73-8, University of California–Berkeley, Berkeley, Calif.
13.
Leon, R., Forcier, G., Roeder, C., and Preece, F. R. (1994). “Cyclic performance of riveted connections.”Proc., Struct. Cong. XII, ASCE, New York, N.Y.
14.
Mayes, R. L. (1993). “Interstory drift-design and damage control issues.”1993 Fall seminar, nonstructural components: design and detailing. Struct. Engr.'s Assoc. of Northern California, San Francisco, Calif.
15.
Nakata, S., Sproul, T., and Penzien, J. (1978). “Mathematical modeling of hysteresis loops for reinforced concrete columns.”USB/EERC Rep. 78-11, Univ. of California–Berkeley, Berkeley, Calif.
16.
Park, Y. J., Reinhorn, A. M., and Kunnath, S. K. (1987). “IDARC: inelastic damage analysis of reinforced concrete frame–shear-wall structures.”Tech. Rep. NCEER-87-0008. Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York at Buffalo, Buffalo, N.Y.
17.
Prakash, V., and Powell, G. H. (1992). DRAIN-2DX Version 1.00, User Guide, Dept. of Civ. Engrg., Univ. of California–Berkeley, Berkeley, Calif.
18.
Rahnama, M., and Krawinkler, H. (1993). “Effects of soft soil and hysteresis model on seismic demands.”John A. Blume Earthquake Engrg. Ctr. Rep. No. 108. Stanford, Calif.
19.
Rihal, S. S., and Granneman, G. (1984). “Experimental investigation of the dynamic behavior of building partitions and suspended ceilings during earthquakes.”Proc., Eighth World Conf. on Earthquake Engrg., San Francisco, Calif., 1135–1142.
20.
Rihal, S. S., and Granneman, G. (1985). “Dynamic testing of wood-framed building partitions.”Rep. ARCE R85-1. California Polytechnic State Univ., San Luis Obispo, Calif.
21.
Rihal, S. S. (1993). “Research studies into seismic behavior and design of nonstructural building components.”1993 Fall seminar, nonstruct. components: des. and detailing. Struct. Engr.'s Assoc. of Northern Calif., San Francisco, Calif.
22.
Sakamoto, I. (1980). “Analytical and experimental investigation on seismic behavior of frame-panel type nonstructural walls.”Proc., Seventh World Conf. on Earthquake Engrg., Istanbul, Turkey.
23.
Takayanagi, T., and Schnobrich, W. C. (1977). “Computed behavior of coupled shear walls.”Proc., Sixth World Conf. on Earthquake Engrg., New Delhi, India.
24.
Takeda, T., Sozen, M. A., and Neilsen, N. N.(1970). “Reinforced concrete response to simulated earthquakes.”J. Struct. Div., ASCE, 96(12), 2557–2573.
25.
Yanev, B., and McNiven, H. (1985). “An experimental program for studying the dynamic response of a steel frame with a variety of infill partitions.”Rep. No. UCB/EERC-85/16. Earthquake Engrg. Res. Ctr., Univ. of California–Berkeley, Berkeley, Calif.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 4April 1996
Pages: 431 - 438

History

Published online: Apr 1, 1996
Published in print: Apr 1996

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Authors

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H. Allison Smith, Associate Member, ASCE,
Asst. Prof., Dept. of Civ. Engrg., Stanford Univ., Stanford, CA 94305-4020.
Vicki L. Vance, Student Member, ASCE
Grad. Student, Dept. of Civ. Engrg., Stanford Univ., Stanford, CA.

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