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Report No.: CCEER-09-2

Title: Detailing of Seismically Resilient Special Truss Moment Frames

Authors: Linke, C., Pekcan, G., and Itani, A.,

Date: August 2009

Sponsoring Agency: Department of Civil and Environmental Engineering

Performing Organization:
Department of Civil Engineering/258
University of Nevada, Reno
Reno, NV 89557

Abstract:

An innovative detail that facilitates the use of energy dissipating devices, such as Buckling Restrained Braces (BRBs), is proposed for Special Truss Moment Frames (STMFs). The configuration of the proposed Special Truss Girder Frame (STGF) consists of pins introduced at the ends of the top and bottom chord elements of the special segments. Subsequently, energy dissipating devices (EDDs) are used in the form of diagonal BRBs and re-centering devices respectively inside the special segments. An energy-based design methodology is adopted such that the EDDs are designed to provide sufficient energy dissipation capacity with respect to the seismic input energy demand on the structure. The energy based methodology is demonstrated to be accurate by means of a series of nonlinear time-history analyses. The overall seismic response of the proposed system incorporating BRBs is contrasted with the conventional STMF in terms of story displacement, interstory drifts, story shears, and overturning moments, as well as observed damage to the structural elements. The proposed system leads to more predictable seismic response and would potentially allow lighter construction and significant cost savings, due to reduced member forces. Furthermore, damage to structural elements is largely mitigated, hence allowing damage avoidance design of STGFs. Additionally, the efficiency of the proposed STGF is investigated with of re-centering devices. The results confirm a better seismic performance of the structure since residual displacements can be mitigated through the use of re-centering devices.

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