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RISExperimental Evaluation of the System-Level Seismic Performance and Robustness of an Asymmetrical Reinforced Concrete Block Building
Publisher: American Society of Civil Engineers
Seismic Response Analysis of a Reinforced Concrete Block Shear Wall Asymmetric Building
Publisher: American Society of Civil Engineers
Abstract: This paper presents detailed analyses of experimental results pertaining to the cyclic behavior of a reduced-scale reinforced masonry (RM) asymmetric building with walls aligned in two orthogonal directions. The current ...
Behavior of Beams Strengthened with Novel Self-Anchored Near-Surface-Mounted CFRP Bars
Publisher: American Society of Civil Engineers
Abstract: A commonly observed failure mode in laboratory tests involving surface bonded fiber-reinforced polymer (FRP) laminates or near-surface-mounted (NSM) bars is premature delamination, that is, the separation of the FRP from ...
Shear Strength of Fiber-Reinforced Polymer Reinforced Concrete Beams Subject to Unsymmetric Loading
Publisher: American Society of Civil Engineers
Abstract: This study is concerned with the determination of the effects of shear span-to-depth ratio (
System-Level Displacement- and Performance-Based Seismic Design Parameter Quantifications for an Asymmetrical Reinforced Concrete Masonry Building
Publisher: American Society of Civil Engineers
Abstract: This paper focuses on analyzing the performance of structural walls comprising the seismic force resisting system (SFRS) in a scaled asymmetrical fully grouted reinforced masonry (RM) building tested under quasi-static ...
System-Level Seismic Performance Assessment of an Asymmetrical Reinforced Concrete Block Shear Wall Building
Publisher: American Society of Civil Engineers
Abstract: In this study, a two-story reinforced concrete block scaled building was tested to failure under fully reversed quasi-static displacement-controlled loading. The building’s seismic force-resisting system (SFRS) consisted ...