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Simplified Method for Predicting the Lateral-Vertical Deflection of Steel-Box Girders with Large Cantilevers in a Cable-Stayed Bridge
Publisher: American Society of Civil Engineers
Abstract: AbstractThe steel-box girder with large cantilevers (named here as a cantilever steel-box
girder), an innovative girder of a cable-stayed bridge, offers a unique solution by
accommodating both highway and railway on the ...
Lightweight Cascade Algorithm for Concrete Crack Detection with Enhanced SSD Techniques
Publisher: American Society of Civil Engineers
Abstract: AbstractThe detection and analysis of structural cracks in concrete bridges remain a critical
challenge, particularly for routine inspections of key components such as beams, piers,
and pavement. Cracks serve as vital ...
Study of Arch and Beam Rigidity of Long-Span V-Shaped Rigid Frame Composite Arch Bridges
Publisher: American Society of Civil Engineers
Abstract: At first, we proposed the concept of nominal rigidity of a long-span V-shaped rigid frame composite arch bridge, analyzed the effects of structural parameters on nominal rigidity, and derived a theoretical nominal rigidity ...
Stress Distributions in Girder-Arch-Pier Connections of Long-Span Continuous Rigid Frame Arch Railway Bridges
Publisher: American Society of Civil Engineers
Abstract: Because of their large stiffness and spanning capability, continuous rigid frame arch bridges are attracting increasing interest in the development of high-speed railway networks in China. The internal loadings are associated ...
Seismic Performance Assessment of Frame Pier with Double-Stage Yielding Connection
Publisher: American Society of Civil Engineers
Abstract: AbstractBeam–column connections are vulnerable parts of a frame pier under lateral earthquake.
This paper proposes a novel double-stage yielding beam–column connection (DYC) for
seismic damage control. The main feature is ...
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