Method for selecting a force-resisting device including a computer generated finite element model

Abstract

In accordance with the present invention there is provided a force-resisting device for transmitting forces and dissipating and absorbing energy across a discontinuous structural element of a structure. The device includes at least one active element, the active element having defined force versus deflection properties and able to transmit force and dissipate and absorb energy, one end of the active element configured to be connected to a structure, and at least one frame element disposed about a discontinuous structural element, wherein the frame is configured to be connected to a second end of the active element, wherein the active element and the frame element configured to resist forces applied to the structure by transmitting forces across the discontinuous structural element.

Description

RELATED APPLICATION DATA [0001] This application is a divisional of application Ser. No. 10 / 074,684, filed on Feb. 11, 2002, the entire disclosure of the prior application is considered as being part of the disclosure of the present application and is hereby incorporated by reference therein.FIELD OF THE INVENTION [0002] The present invention relates to devices and methods for transmitting forces and dissipating and absorbing energy across discontinuous structural elements. More particularly, the present invention relates to a force-resisting device for transmitting forces and dissipating and absorbing energy. The device includes at least one active element; the active element configured to affect the transmission, dissipation, and absorption functions by means of controlled deformation. BACKGROUND OF THE INVENTION [0003] Building structures must be designed to safely withstand forces that may be applied thereto. As construction techniques improve, buildings are more capable of resi...

AI Technical Summary

Benefits of technology

[0019] The purpose of the present invention is to provide devices and methods for structurally reinforcing a building element such as a shear wall, while eliminating the high cost, complexity, weight and handling problems of the prior art, while further allowing a builder and / or architect to consider the entire wall as a generally continuous shear wall, and to allow a structure to be designed without having to consider any of the discontinuity problems previously described. A further purpose is to eliminate the need to repeatedly engineer solutions specific to particular shear-resisting elements, openings and discontinuities in specific buildings, and to allow the safe installation of windows and doors in existing buildings without the need for extensive design, structural reinforcement or engineered modifications.

[0023] In a further embodiment there is provided yet another force-resisting device for transmitting forces and dissipating and absorbing energy across a discontinuous structural element of a structure, the device including at least one active element having at least a first end and a second end, the active element having defined force versus deflection properties and configured to transmit force and dissipate and absorb energy, wherein the first end of the active element is configured to be connected to a structure, and at least one reinforcement element, the reinforcement element configured to be connected to a structure. The force-resisting device further includes at least one frame element configured to be disposed about a discontinuous structural element, wherein the frame element is configured to be connected to the second end of the active element, the active element, the frame element, and the reinforcement element configured to resist forces applied to the structure by transmitting forces across the discontinuous structural element and further configured to reduce stresses and replace stiffness, dissipation, and strength to the structure.

[0024] In still another embodiment there is provided a method of restoring the stiffness, energy dissipation capacity, and strength of a structure containing a discontinuous structural element, the method including the step of: transmitting forces across the discontinuous structural element, thereby providing load sharing across the discontinuity.

Problems solved by technology

In fabricating the structure, the structure must be designed with sufficient “shear resistance” so that the structure does not sustain excessive non-structural and / or structural damage or collapse due to applied forces, potentially resulting in extensive economic cost, serious injury or loss of life.

However, there were a substantial number of structural failures generally associated with openings formed in shear walls and stress concentrations on steel-frame building connections.

Although, a building may remain standing after an earthquake, it still may be rendered uninhabitable due to non-structural and / or structural damage.

First, openings dramatically reduce the shear stiffness of the wall.

Another problematic variable in the construction of a building is the variations in construction quality, foundation quality, and soil variability.

Following the 1994 Northridge earthquake, it was discovered that a large percentage of building failures occurred as a result of poor field construction practice.

One study indicated that one third of the seismic safety items installed were missing and / or improperly installed or poorly implemented in over 40% of the structures surveyed.

If every structural element does not work together, this may lead to excessive damage or failure of a structural element due to force over-loading of the structural element, as opposed to load sharing.

In addition, irregular placement of structural elements with varying stiffness / strength characteristics can result in twisting of the structure leading to additional torsional stresses and other stress amplifications.

However, a moment frame must be specifically engineered for each application, thus adding significant cost and complexity to the structure.

Further still, the use of a moment frame causes significant problems with the insulating properties of the building, as the metal beams act to conduct heat through the walls of the structure to the interior of the structure, thus causing degradation of insulation properties.

Although moment frames appear to be a solution, albeit inefficient, to increase the shear resistance of a structure, there are still shortcomings of the popular field welded-field bolted beam-to-column moment frame connection.

Because the StrongWall® must be connected to the structure's foundation, this requires special work on the foundation prior to installation, thus rendering retrofit application of the StrongWall® not cost effective.

Shortcomings of both moment frames and StrongWalls® are that both devices do not attempt to match the shear stiffness and strength characteristics of the surrounding structure.

Moment frames and larger StrongWalls®, due to their size and weight, can be difficult to move around the job site and install without the use of costly heavy equipment.

Both the moment frame and the StrongWall® significantly increase the overall cost of the structure.

Thus, when the homeowner wishes to sell their house that includes these “improvements”, many times their homes will not meet code and cannot be sold as is.

Images