Displacement amplification method and apparatus for passive energy dissipation in seismic applications
First Claim
1. An apparatus for placement within the gravity frame of a structure which amplifies inter story structural displacements to increase passive energy dissipation in seismic applications, comprising:
- (a) a reaction frame rigidly coupled to a base level;
(b) means for amplifying mechanical displacement coupled between said reaction frame and said gravity frame; and
(c) a damping device coupled to the mechanical output of said displacement amplifier.
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Abstract
An apparatus and method of dissipating inter floor seismic energy within buildings and other large structures which are subject mechanical deformation in response to seismic activity, wind shear, vibration, and so forth. The present invention provides displacement amplification methods and apparatus which increase the dissipation of seismic energy that is coupled from the building under deformation to a seismic damper. By way of example, the displacement amplifier is exemplified in a number of embodiments that utilize mechanical lever arms, gear sets, and combination amplifier/dampers to amplify energy dissipation.
13 Citations
83 Claims
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1. An apparatus for placement within the gravity frame of a structure which amplifies inter story structural displacements to increase passive energy dissipation in seismic applications, comprising:
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(a) a reaction frame rigidly coupled to a base level;
(b) means for amplifying mechanical displacement coupled between said reaction frame and said gravity frame; and
(c) a damping device coupled to the mechanical output of said displacement amplifier. - View Dependent Claims (2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27)
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28. An apparatus for placement within a gravity frame of a structure which passively dissipates energy from structural displacements of said gravity frame, comprising:
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(a) a reaction frame rigidly coupled to a base level;
(b) a mechanical displacement amplifier having an input coupled between said reaction frame and said gravity frame; and
(c) a damper assembly coupled to the mechanical output of said displacement amplifier. - View Dependent Claims (29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55)
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56. A seismic isolator configured for attachment between a rigid structure and a flexible structure to dissipate seismic energy, comprising:
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(a) means for mechanically amplifying movement of said flexible structure in relation to the position of said rigid structure; and
(b) a damper receiving the mechanical output of said mechanical amplifying means. - View Dependent Claims (57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70)
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71. In a seismic isolator configured for attachment within the frame of a civil structure to direct lateral displacement into a damper mechanism, the improvement comprising:
an apparatus configured for mechanically amplifying the displacement of the civil structure and directing said amplified displacement into a damper assembly. - View Dependent Claims (72, 73, 74, 75, 76)
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77. An apparatus for placement within the gravity frame of a structure which passively dissipates displacement energy upon the mechanical distortion of said gravity frame, comprising:
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(a) a reaction frame rigidly coupled to a base level;
(b) a rotating damper coupled to a linear coupling member which is subject to linear motion as the gravity frame is distorted in relation to said reaction frame; and
(c) said rotating damper is configured with a propeller that rotates within a fluid filled housing. - View Dependent Claims (78, 79, 80)
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81. A method of dissipating the energy associated inter story displacement within a civil structure, comprising:
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registering the motion associated with said inter story displacement;
amplifying said motion; and
receiving said motion within damping assembly. - View Dependent Claims (82, 83)
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Specification