Search
Now showing items 1-6 of 6
Experimental Study on Longitudinal Shear Behavior of Prefabricated Steel–Concrete Composite Beams with Hidden Continuous Channels and Shear Key Connections
Publisher: American Society of Civil Engineers
Abstract: A full-depth deck panel (FDDP) system incorporating hidden continuous channels has emerged as a promising solution for accelerated composite bridge construction. However, the system has faced implementation challenges ...
Comprehensive Characterization of Shale Components and Pore Structures: An Analysis from Micro- to Nanoscale Perspectives
Publisher: American Society of Civil Engineers
Abstract: The components and pore structures of shale are complex due to the heterogeneous distribution of organic and inorganic minerals. Understanding the pore structures properties of shale is essential for elucidating the fluid ...
Shear Deformation and Sliding-Based Fiber Beam-Column Model for Seismic Analysis of Reinforced Concrete Coupling Beams
Publisher: American Society of Civil Engineers
Abstract: Conventional RC coupling beams have been widely used as key energy-dissipation components in frame-core tube structural systems for high-rise buildings. A model with sufficient efficiency, accuracy, and practicality is ...
Seismic Performance of Joints between Steel K-Style Outrigger Trusses and Concrete Cores in Tall Buildings
Publisher: American Society of Civil Engineers
Abstract: This paper presents finite-element analysis (FEA) and experimental study on the seismic behavior of joints between steel K-style outrigger truss and concrete core in tall buildings. Two new joint types with different ...
Shear Deformation and Sliding-Based Fiber Beam-Column Model for Seismic Analysis of Reinforced Concrete Coupling Beams
Publisher: American Society of Civil Engineers
Abstract: Conventional RC coupling beams have been widely used as key energy-dissipation components in frame-core tube structural systems for high-rise buildings. A model with sufficient efficiency, accuracy, and practicality is ...
Biaxial Constitutive Models for Simulation of Low-Aspect-Ratio Reinforced Concrete Shear Walls
Publisher: ASCE
Abstract: A novel biaxial finite-element (FE) model is proposed and validated by a total of 32 reinforced concrete (RC) shear walls with aspect ratio below 1.5. First, a biaxial concrete model package, which was previously developed ...