Search
Now showing items 1-10 of 52
Enhanced Safety Performance Function for Highway Segments in Oklahoma
Publisher: ASCE
Abstract: A safety performance function (SPF) is a statistical equation to predict the expected crash frequency for a certain roadway facility, mainly as a function of traffic exposure indicators. Roadway characteristics, such as ...
Derivation of a General Reflection Coefficient of Blast-Loaded Buried Structures
Publisher: American Society of Civil Engineers
Abstract: A general reflection coefficient (GRC) is defined to determine the equivalent uniform stress on an underground arched structure subjected to a subsurface explosion. The single-degree-of-freedom model approach is adopted ...
P–Y Approach for Laterally Loaded Piles in Frozen Silt
Publisher: American Society of Civil Engineers
Maximum Impact Force of Truck Frontal Crashing into Antiram Bollard Systems
Publisher: American Society of Civil Engineers
Abstract: Antiram bollard systems (ABSs) can effectively prevent vehicle bombs from approaching protected buildings and infrastructures and thus reduce the damage from blast and debris. This paper presents an assessment of existing ...
Predicting Critical Friction in a Two-Roll Cross Wedge Rolling Process
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Excessive interfacial slip is one of the primary failure mechanisms in the cross wedge rolling (CWR) process. In order to predict operating conditions that lead to excess interfacial slip, an ...
An Adaptive Meshless Method for Analyzing Large Mechanical Deformation and Contacts
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Design for manufacturing of equipment (that handles deformable objects) and disposable medical devices (such as medical needles, optic fibers, and catheters for inserting into the human body) ...
Effect of Casing and High-Strength Reinforcement on the Lateral Load Transfer Characteristics of Drilled Shaft Foundations
Publisher: American Society of Civil Engineers
Abstract: Increased seismic flexural demands on drilled shaft foundations have led to significant increases in the amount of steel reinforcement, leading to a greater number and/or larger sized steel bars and increased possibility ...
Investigation on Postfire Residual Capacity of High-Strength Steel Columns with Axial Restraint
Publisher: ASCE
Abstract: This paper experimentally and analytically investigates the fire and postfire behavior of axially restrained high-strength steel columns. Tests on the buckling behavior during heating as well as the residual load-bearing ...
Dynamic Effects on Steel Frames with Concrete Slabs under a Sudden Edge-Column Removal Scenario
Publisher: ASCE
Abstract: The dynamic effect of structures under column removal scenarios is investigated by conducting comparative experiments on two identical steel frames with concrete slabs. One frame suffers from a static edge-column loss, ...