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Time-Dependent Behavior of Concrete-Filled Steel Tubular Arch Bridge
Publisher: American Society of Civil Engineers
Abstract: This paper develops a simplified method using a summation procedure and a related computer program to calculate the time-dependent behavior of a concrete filled steel tubular (CFST) arch bridge based on the geometric ...
Experimental Study of a Large-Scale Ground Anchor System with FRP Tendon and RPC Grout Medium
Publisher: American Society of Civil Engineers
Cross-Scale Characteristics of Damage Evolution in Granite under High-Confining Pressure Cyclic Loading
Publisher: ASCE
Abstract: The rock properties under periodic load are important to the stability of engineering works. It needs to analyze the mechanical properties and damage of deeply buried rock under periodic load. Taking granite in a mine as ...
Fatigue Performance of a Lightweight Composite Bridge Deck with Open Ribs
Publisher: American Society of Civil Engineers
Abstract: An innovative lightweight composite deck (LWCD) is proposed for steel bridges to avoid premature fatigue cracking. The composite deck is composed of an open-ribbed orthotropic steel deck (OSD) and a thin ultrahigh-performance ...
Seismic Behavior of CFT Column and Steel Pile Footings
Publisher: American Society of Civil Engineers
Abstract: In this study, two column and pile-footing models consisting of concrete-filled steel tube (CFT) columns, reinforced concrete footings, and steel H-piles were designed and constructed at approximately one-fifth scale. The ...