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May 24, 2013
Chapter 8

Thin Steel Plate Shear Walls, Research to Practice

Publication: Research Transformed into Practice: Implementation of NSF Research
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REFERENCES

Basler, K. (1961), “Strength of Plate Girder in Shear,” Journal of Str. Engng, ASCE, 87(7).
Elgaaly, M. (1976), “A Review of the So-Called Incomplete Diagonal Tension Engineering Theories For Steel Plate Girder Ultimate Strength Design Under Pure Shear,” Proc. of the SSRC Annual Technical Session, Lehigh University.
Elgaaly, M., Caccese, V., and Chen, R. (1991),”Cyclic Behavior of Unstiffened Thin Steel Plate Shear Walls,” A Report Submitted to NSF, University of Maine.
Elgaaly, M., Caccese, V., and Martin, D. (1993), “Experimental Investigation of The Behavior of Bolted Thin Steel Plate Shear Walls,” A Report Submitted to NSF, University of Maine.
Elgaaly, M., Caccese, V., and Du, C. (1993), “Postbuckling Behavior of Steel Plate Shear Walls Under Cyclic Loads,” Journal of Structural Engineering, ASCE 119 (2).
Galambos, T. V. (Editor) (1988), Guide To Stability Design Criteria For Metal Structures, Fourth Edition, Wiley Interscience.
Kuhn, P., Peterson, J. P., and Levin, L. R. (1952), “A Summary of Diagonal Tension: Part II -Experimental Evidence,” Tech. Mem. No. 2662, NACA, Washington, D.C.
Kuhn, P. (1956), Stresses in Aircraft Structures, McGraw-Hill Book Co., New York, N.Y.
Kulak, G. L. (1985), “Behavior of Steel Plate Shear Walls,” Proceedings of the AISC Engineering Symposium on Structural Steel, AISC, Chicago, Ill.
Kulak, G. L., Fisher, J. W., and Struik, J. H. A. (1987), Guide to Design Criteria for Bolted and Riveted Joints, John Wiley Sons, New York, N. Y.
Porter, D. M., Rockey, K. C., and Evans, H. R. (1975), “The Collapse Behavior of Plate Girders Loaded in Shear,” Structural Engineer, 53 (8), London, England.
Roberts, T. M., and Sabouri, S. (1991), “Hysteretic Characteristics of Unstiffened Plate Shear Panels,” Thin-Walled Structures 12.
Tromposch, E.W., and Kulak, G. L. (1987), “Cyclic and Static Behavior of Thin Panel Steel Plate Shear Walls,” Str. Engng Rep. No. 145, Dept. of Civil Engng, Univ. of Alberta, Edmonton, April.
Uang, C., and Bertero, V. V. (1986), “Earthquake Simulation Tests and Associated Studies of A 0.3-Scale Model of A Six-Story Concentrically Braced Steel Structure,” Report No. UCB/EERC-86/10, University of California, Berkeley.
von Karman, T., Sechler, E. F., and Donnell, L. H. (1932), “The Strength of Thin Plates In Compression,” Transactions, ASME, 54 No. 2.
Wagner, H. (1931), “Flat Sheet Metal Girder With Very Thin Metal Web; Part I - General Theories and Assumptions,” Tech. Mem. No. 604, NACA, Washington, D.C.

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Research Transformed into Practice: Implementation of NSF Research
Pages: 82 - 93

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Published online: May 24, 2013

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