Skip to main content
Log in

Techniques for testing structures permitted to sway

Mechanisms are developed that eliminate restraints caused by vertical loading and lateral bracing as a structure sways, and tests on building frames attest their effectiveness

  • Published:
Experimental Mechanics Aims and scope Submit manuscript

Abstract

Mechanisms are described that eliminate the restraining effects of the loads and the lateral bracing on test specimens permitted to sway. One mechanism, called the gravity-load simulator, maintains a vertical orientation of load even as a structure sways. The other is a lateral-bracing mechanism which moves freely with a test structure even at large deflections, and it does not require any adjustments during a test. A gravity-load simulator and a lateral-bracing system designed for use in testing full-size building frames on the equipment itself and tests of building frames utilizing the mechanisms show very satisfactory behavior of the gravity-load simulator and the lateral-bracing system. Some actual test setups using the mechanisms are described. Tests on three-story full-size building frames (30-ft high) and a frame-buckling test are included.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

Abbreviations

d :

load height of simulator

E :

modulus of elasticity; braced point

e :

distance between points where load is attached

G :

shear modulus of elasticity

H :

base width of simulator

I :

moment of inertia in the bending plane

K :

torsional constant, function of cross section (see Ref. 18)

L :

arm length of simulator

M :

moment about the plane of the simulator

P cr :

buckling load

r :

top width of simulator

T :

torque

X A :

x-coordinate of the instantaneous center

x,y,z :

coordinate system

α:

slope of inclined leg of gravity-load simulator

Δ:

deflection, subscriptsH andV refer to sway and vertical deflections, respectively

δ:

deflection

θ:

end slope

ϕ:

twist angle

ψ:

rotation of rigid member

References

  1. Lyse, I., andBlack, W. E., “An Investigation of Steel Rigid Frames,”Trans. ASCE,107,127 (1942).

    Google Scholar 

  2. Nelson, H. M., Wright, D. T., andDolphin, J. W., “Demonstration of Plastic Behavior of Steel Frames,”Proc. ASCE,83,EM4,1390–1391 (October 1957).

    Google Scholar 

  3. Renton, J. D., “Stability of Space Frames by Computer Analysis,”Proc. ASCE,88,ST4,81 (August 1962).

    Google Scholar 

  4. Baker, J. F., Horne, M. R., and Heyman, J., “The Steel Skeleton,” Vol. II, Plastic Behavior and Design, Cambridge University Press, 82 (1956).

  5. Yen, Y. C., Lu, L. W., and Driscoll, G. C., Jr., “Tests on the Stability of Welded Steel Frames,” Welding Research Council Bulletin No. 81 (September 1962).

  6. Schilling, C. G., Schutz, F. W., andBeedle, L. S., “Behavior of Welded Single-span Frames under Combined Loading,”Welding Journal,35 (5),234-s (1956).

    Google Scholar 

  7. Popov, E. P., andMcCarthy, R. E., “Deflection Stability of Frames under Repeated Loads,”Proc. ASCE, Vol. 86,EM1,61 (January 1960).

    Google Scholar 

  8. Galambos, T. V., “Lateral Support for Tier Building Frames, AISCEngineering Jnl.,1 (1),16 (January 1964).

    Google Scholar 

  9. Heck, R. C. H., “Mechanics of Machinery,”Vol. 1, Mechanism, McGraw-Hill, New York, 313 (1923).

    Google Scholar 

  10. Schwamb, P., Merrill, A. L., andJames, W. H., “Elements of Mechanism,”Wiley, New York, 144 (1947).

    Google Scholar 

  11. Yarimci, E., Yura, J. A., and Lu, L. W., “Techniques for Testing Structures Permitted to Sway,” Fritz Engineering Laboratory Report No. 273.40 (May 1966).

  12. Dunkerley, S., andMorley, A., “Mechanism,”Longmans Green and Co., London, 120 (1928).

    Google Scholar 

  13. Yura, J. A., “The Strength of Braced Multi-story Steel Frames,”Ph.D. Dissertation, Lehigh Univ., Univ. Microfilms Inc., Ann Arbor, Mich. (1965).

    Google Scholar 

  14. Yarimci, E., “Incremental Inelastic Analysis of Framed Structures and Some Experimental Verifications,”Ph.D. Dissertation, Lehigh Univ., Univ. Microfilms Inc., Ann Arbor, Mich. (1966).

    Google Scholar 

  15. Arnold, P., Adams, P. F., and Lu, L. W., “Experimental and Analytical Behavior of a Hybrid Frame,” Fritz Engineering Laboratory Report No. 297.18 (June 1966).

  16. Roark, R. J., “Formulas for Stress and Strain”,McGraw-Hill, New York, 174 (1954).

    Google Scholar 

  17. Column Research Council, “Guide to Design Criteria for Metal Compression Members,”CRC, Ann Arbor, Mich. (1960).

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

About this article

Cite this article

Yarimci, E., Pura, J.A. & Lu, L.W. Techniques for testing structures permitted to sway. Experimental Mechanics 7, 321–331 (1967). https://doi.org/10.1007/BF02326237

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02326237

Keywords

Navigation