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Modeling Masonry Shear-Compression: Role of Dilatancy Highlighted
Publisher: American Society of Civil Engineers
Abstract: In-plane shear and compression are important modes in masonry walls, both in load bearing structures and in framed structures. By these mechanical actions shear forces caused by wind and earthquakes are resisted. Upon ...
Masonry Wall Crack Control with Carbon Fiber Reinforced Polymer
Publisher: American Society of Civil Engineers
Abstract: Restrained shrinkage is a major source of damage to buildings. By the combination of different construction materials, or through different conditions of exposure of different structural elements, differential dimensional ...
Characterization of Equivalent Struts for Macromodeling of Infilled Masonry RC Frames Subjected to Lateral Load
Publisher: American Society of Civil Engineers
Abstract: Evaluation of the seismic performance of infill frame structural systems using equivalent strut models and pushover analysis has gained popularity due to the simplicity of the evaluation process. Various strut macromodels ...
Characterization of Equivalent Struts for Macromodeling of Infilled Masonry RC Frames Subjected to Lateral Load
Publisher: American Society of Civil Engineers
Abstract: Evaluation of the seismic performance of infill frame structural systems using equivalent strut models and pushover analysis has gained popularity due to the simplicity of the evaluation process. Various strut macromodels ...
Applied Voltage on Corrosion Mass Loss and Cracking Behavior of Steel-Reinforced SHCC and Mortar Specimens
Publisher: American Society of Civil Engineers
Masonry Wall Damage by Restraint to Shrinkage
Publisher: American Society of Civil Engineers
Abstract: Restrained shrinkage has been identified as a major source of damage to buildings in The Netherlands. Several numerical studies have been performed and reported. Yet, successful experimental simulation and quantification ...
Soil–Structure Interaction Analysis of Transition Zone Deformations due to Imposed Abutment Displacement Cycles in an Integral Bridge
Publisher: American Society of Civil Engineers
Abstract: Integral abutment bridges (IABs) are jointless bridge structures in which the bridge deck is cast monolithically with supporting piers and abutments. The absence of expansion joints and bearings eliminates maintenance costs ...