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Modified Yield Line Theory for Full-Depth Precast Concrete Bridge Deck Overhang Panels
Publisher: American Society of Civil Engineers
Abstract: Full-depth precast deck slab cantilevers also referred to as full-depth precast concrete bridge deck overhang panels are becoming increasingly popular in concrete bridge deck construction. To date, no simple theory is able ...
Compound Shear-Flexural Capacity of Reinforced Concrete–Topped Precast Prestressed Bridge Decks
Publisher: American Society of Civil Engineers
Abstract: Modern concrete bridge decks commonly consist of stay-in-place (SIP) precast panels seated on precast concrete beams and topped with cast-in-place (CIP) reinforced concrete. Such composite bridge decks have been experimentally ...
Experimental Performance of Full-Depth Precast, Prestressed Concrete Overhang, Bridge Deck Panels
Publisher: American Society of Civil Engineers
Abstract: The performance of a new full-depth precast overhang panel system for concrete bridge decks is investigated experimentally. In contrast to conventional cast-in-place deck overhangs, the proposed full-depth precast overhang ...
Damage Avoidance Design Steel Beam-Column Moment Connection Using High-Force-to-Volume Dissipators
Publisher: American Society of Civil Engineers
Abstract: Existing welded steel moment frames are designed to tolerate substantial yielding and plastic rotation under earthquake loads. This sacrificial design approach can lead to permanent, and often irreparable damage when ...