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Side Shear Strength of Preformed Socket Connections Suitable for Vertical Precast Members
Publisher: American Society of Civil Engineers
Abstract: Use of precast substructure in accelerated bridge construction (ABC) has been gaining popularity due to its advantages over traditional cast-in-place (CIP) construction. When using vertical precast members (e.g., columns ...
Outdoor Test of a Prefabricated Column–Pile Cap–Pile System under Combined Vertical and Lateral Loads
Publisher: ASCE
Abstract: An outdoor test was conducted on a prefabricated column–pile cap–pile system at a cohesive soil site. The half-scale test unit consisted of a precast bridge column, a precast pile cap, and eight steel piles. The components ...
Behavior of a Pile Group Supporting a Precast Pile Cap under Combined Vertical and Lateral Loads
Publisher: ASCE
Abstract: A half-scale field test was conducted on a pile group installed at a stiff clay site. The pile group consisted of eight steel H-piles, with a battered pile at each corner, and connected to a precast pile cap using preformed ...
Mechanism of Band Gaps in Self-Similar Triangular Lattice With Koch Fractal
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Fractal lattice is a kind of lattices with multifunctional physical characteristics and superior mechanical properties. The wave propagation of the triangular lattice with Koch fractal is calculated by the finite element ...
Cyclic Loading Test and Numerical Modeling on Prefabricated UHPC Tube–Confined Rectangular Bridge Piers with Different Base Connections
Publisher: ASCE
Abstract: Reinforced concrete (RC) bridge piers, one of the most widely used pier types, are vulnerable to damage during an earthquake and may not have sufficient durability against the harsh environment. To tackle these problems, ...
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