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RISEffect of Structural Bonding Patterns on Mechanical Characteristics of Clay Brick Masonry under Different Loadings Using Digital Image Correlation Technique
Publisher: ASCE
Abstract: This paper assesses the effect of two different structural bonding patterns on the mechanical characteristics of clay brick masonry assemblages under compression, flexure, and shear loading conditions. A 2D digital image ...
Flexural Performance of Stone Beams Strengthened with Prefabricated Prestressed CFRP-Reinforced Stone Plates
Publisher: ASCE
Abstract: A strengthening technique incorporating prefabricated prestressed carbon fiber–reinforced polymer (CFRP) was proposed and evaluated. The flexural performance of bare stone beams strengthened with prefabricated prestressed ...
Out-of-Plane Performance of Lightweight AAC Infills within RC Frames Using Noncontact Full-Field Strain Measurement Technique
Publisher: ASCE
Abstract: The present research aimed at investigating the out-of-plane (OOP) behavior of autoclaved aerated concrete (AAC) block masonry to further advance their application as structural infills considering different parameters ...
Axial Compressive Behavior of Square Spiral-Confined High-Strength Concrete-Filled Steel-Tube Columns
Publisher: ASCE
Abstract: A new type of concrete-filled steel plate (CFSP) composite shear wall that employs high-strength concrete (HSC) and square spiral-confined concrete-filled steel tube (SCCFST) boundary elements was proposed to reduce the ...
Peak Sliding Displacements of Sliding Base Structures Subjected to Earthquake Excitation
Publisher: ASCE
Abstract: Sliding base (SB) systems are attractive options for protecting low-rise buildings in high-seismicity undeveloped rural areas. This study focuses on the peak sliding displacements (PSDs) of SB structures subjected to ...
Maximum Superstructure Response of Sliding-Base Structures under Earthquake Excitation
Publisher: ASCE
Abstract: Sliding-base (SB) systems are efficient for protecting low-rise buildings in high-seismicity rural areas. The normalized peak pseudoacceleration (NPPA) of one-story SB structures under three-component earthquake excitation ...