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Interaction of Top Lateral and Internal Bracing Systems in Tub Girders
Publisher: American Society of Civil Engineers
Abstract: A lateral bracing system is installed at the top flange level of a steel tub girder to form a quasi-closed box, thereby increasing torsional resistance and retaining the original box shape. A single diagonal (SD) type or ...
Closure to “Design Loading on Deeply Buried Box Culverts” by Kyungsik Kim and Chai H. Yoo
Publisher: American Society of Civil Engineers
Design Loading on Deeply Buried Box Culverts
Publisher: American Society of Civil Engineers
Abstract: The current American Association of State Highway and Transportation Officials (AASHTO) standard specifications for highway bridges and AASHTO LRFD bridge design specifications stipulate the computation of the design load ...
Brace Forces in Steel Box Girders with Single Diagonal Lateral Bracing Systems
Publisher: American Society of Civil Engineers
Abstract: Trapezoidal steel box girders (also known as tub girders) may be at their critical stage during construction because the noncomposite steel section must support both the wet concrete and the entire construction load. A ...
Rate-Independent and Rate-Dependent Models for Hysteretic Behavior of Elastomers
Publisher: American Society of Civil Engineers
Abstract: Rate-independent and rate-dependent models are presented for the hysteretic shear stress-strain behavior of elastomeric damping materials. A rate-independent hysteretic model, called the general asymptote and power function ...
Performance-Based Seismic Design of Steel MRFs with Elastomeric Dampers
Publisher: American Society of Civil Engineers
Abstract: This paper presents research on seismic design of steel special moment resisting frames (SMRFs) with supplemental elastomeric dampers. The SMRF properties and damper design criteria are varied to illustrate their effects ...
Bending Strength of a Horizontally Curved Composite I-Girder Bridge
Publisher: American Society of Civil Engineers
Abstract: Horizontally curved I-girders are subjected to combined vertical bending and torsion under gravity loads alone. The torsional behavior of open I-shaped girders is commonly and conveniently transformed to self-equilibrating ...
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