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