TECHNICAL PAPERS
Apr 1, 1986

Cladding‐Frame Interaction

Publication: Journal of Structural Engineering
Volume 112, Issue 4

Abstract

Analysis of the interaction between a precast wall cladding panel and a reinforced concrete frame under linear static and dynamics forces has been performed. Two computer programs (LDYN and LSTAT) were written to evaluate the effects on the lateral displacements and dynamic characteristics of a moment resisting frame when the cladding is incorporated into the analysis as a structural component. The data indicates a significant change in lateral displacement, natural frequency, member force distribution and connector forces when compared with a frame neglecting the structural characteristics of the cladding.

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References

1.
ACI Committee 318, Building Code Requirements for Reinforced Concrete, ACI 318‐77, American Concrete Institute, Detroit, MI, 1977.
2.
Abdel‐Samad, S. R., Wright, R. N., and Robinson, A. R., “Analysis of Box Girders with Diaphragms,” Journal of Structural Engineering, ASCE, Vol. 94, ST10, Oct., 1968, pp. 2231–2256.
3.
ATC‐Applied Technology Council, “Tentative Provisions for The Development of Seismic Regulations for Buildings,” National Bureau of Standards Special Publication 510, June, 1978.
4.
Rath, J. K., and Wilson, E. L., Numerical Methods in Finite Element Analysis Prentice Hall, Englewood Cliffs, NJ, 1976.
5.
Corr, R. B., and Jennings, A., “A Simultaneous Iteration Algorithm for Symmetric Eigenvalue Problems,” International Journal for Numerical Methods in Engineering, Vol. 10, 1976, pp. 647–663.
6.
Degenkolb, H., Earthquake Forces on Tall Structures, Booklet 2717a, Bethlehem Steel Corp., 1977.
7.
Engineering News‐Record, Vol. 196, p. 8, March 11, 1976.
8.
Freeman, G. A., “Racking Tests of High‐Rise Building Partitions,” ASCE No. ST8, Vol. 103, Aug., 1977, pp. 673–1685.
9.
Higaski, Y., Ohkubo, M., and Fujimata, K., “Behavior of Reinforced Concrete Columns and Frames Strengthened by Adding Precast Concrete Walls,” Proceedings of the Sixth World Conference on Earthquake Engineering, Vigyam Bhawan, New Belhi, India, Jan., 1977, pp. 2505–2510.
10.
Hurty, W., and Rubinstein, M., Dynamics of Structures, Prentice‐Hall Inc., Englewood Cliffs, NJ, 1964.
11.
Kost, G., Weaver, W., and Barber, R., “Nonlinear Dynamic Analysis of Frames with Filler Panels,” ASCE, No. ST4, Vol. 100, Apr., 1974, pp. 743–757.
12.
Lawrence, S., and Gved, G., “A Finite Element Analysis of Clad Structures,” Acta Technica Academiae Scientiarum Huhgariae, Tomus 75 (1–4), 1973, pp. 261–275.
13.
Liauw, T., and Lee, S. W., “On the Behavior and Analysis of Multistory Infilled Frames Subject to Lateral Loading,” Proceedings of the Institute of Civil Engineering, Part 2, Vol. 63, Sept., 1977, pp. 641–656.
14.
Newby, F., “Stiffness Related to Nonstructural Elements,” Discussion No. 1, ASCE‐IABSE Conference on Planning and Design of Tall Buildings, Vol. 1a‐12, Lehigh Univ., Aug., 1972, pp. 1141–1142.
15.
Oakburg, R., and Weaver, W., Jr., “Analysis of Frames with Shear Walls by Finite Elements,” Proceedings of the Symposium on Application of Finite Element Methods in Civil Engineering, Vanderbilt Univ., Nov., 1969.
16.
Page, R., Blume, J., and Joyner, W., “Earthquake Shaking and Damage to Building,” Science, Vol. 189, No. 4203, August 22, 1975, pp. 601–608.
17.
Rosen, R., and Rubinstein, M., “Substructure Analysis by Matrix Decomposition,” ASCE, Vol. 96, No. ST3, Mar., 1970, pp. 663–670.
18.
Sharpe, R., “Seismic Design of Nonstructural Elements,” Discussion No. 2, ASCE‐IABSE Conference on Planning and Design of Tall Buildings, Vol. 1a‐12, Lehigh Univ., Aug., 1972, pp. 1143–1148.
19.
Weidlinger, P., “Shear Field Panel Bracing,” ASCE No. ST7, Vol. 99, July, 1973, pp. 1615–1631.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 4April 1986
Pages: 815 - 834

History

Published online: Apr 1, 1986
Published in print: Apr 1986

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Authors

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Robert M. Henry
Asst. Prof., Dept. of Civ. Engrg., Univ. of New Hampshire, Durham, NH
Frederic Roll, F. ASCE
Prof., Dept. of Civ. Engrg., Univ. of Pennsylvania, Philadelphia, PA

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