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Shaking-Table Test on a Two-Story Timber-Framed Masonry Structure Retrofitted with Ultra-High Ductile Concrete
Publisher: ASCE
Abstract: Timber-framed masonry structures were widely used in eastern Asia as residential buildings. Due to a lack of seismic design, they are vulnerable to major earthquakes. To date, there are limited technologies available for ...
Dynamic Response of Masonry Walls Strengthened with Engineered Cementitious Composites under Simulated Debris Flow
Publisher: ASCE
Abstract: Unreinforced masonry buildings are prone to catastrophic damage when subjected to debris-flow impact. Engineered cementitious composite (ECC) layers were utilized to strengthen unreinforced masonry walls belonging to a 1/2 ...