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contributor authorMassimiliano Minotto
contributor authorNicolò Verlato
contributor authorMarco Donà
contributor authorFrancesca da Porto
date accessioned2022-01-30T21:16:35Z
date available2022-01-30T21:16:35Z
date issued12/1/2020 12:00:00 AM
identifier other%28ASCE%29CC.1943-5614.0001067.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267918
description abstractThis paper presents an overview of the experimental results obtained by combined in-plane/out-of-plane (IP/OOP) tests carried out on reinforced concrete (RC) frames infilled with thin clay masonry walls. After preliminary characterization tests on building materials, combined IP/OOP tests on eight full-scale, one-bay, one-story infilled RC frames were carried out. Three external strengthening solutions were investigated considering three types of lime-based plasters, reinforced by means of dispersed fibers and/or bidirectional basalt meshes, applied on both sides of each wall. The experimental results of the tested frames are presented, discussed, and compared to evaluate the performance and the effectiveness of each strengthening solution.
publisherASCE
titleStrengthening of In-Plane and Out-of-Plane Capacity of Thin Clay Masonry Infills Using Textile- and Fiber-Reinforced Mortar
typeJournal Paper
journal volume24
journal issue6
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0001067
page22
treeJournal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 006
contenttypeFulltext


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