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In this study, a new strengthening type of reinforced concrete buildings namely "external reinforced concrete shear wall" application method is discussed.
According to these tests, the strengthening and system improvement performed through adding external reinforced concrete shear wall to the reinforced concrete buildings will add improved behaviour, strength and rigidity to the system with its low cost besides the ease of construction and application.
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This external reinforcing increased the moment capacity of the frame connections and the ability of the frame to release energy through hysteretic damping.
Masonry is modelled as a layer with macroscopic orthotropic properties; external reinforcing render, grout and reinforcing bars are modelled as distinct layers of the shell element.
External reinforcing of concrete elements by CFRP composites is a well-accepted method adopted for strengthening all structural load-bearing members including reinforced concrete (RC) columns.
The investigation aims to quantify the contribution of the external reinforcing system to enhancing the strength characteristics of the thin walled steel section.
The use of high-strength advanced composite materials tends to accompany the minimum of structural weight, and is hence presently being assessed for effectiveness as supplementary external reinforcing materials.
The purpose of the paper is to present the role of the external reinforcing on the structural integrity of industrial and transporting steel pipelines, based on experimental and numerical investigations.
The focus of this study is the bending response of inflatable, braided beams and arches with external reinforcing straps, which are currently used as main load-carrying members in rapidly deployable military tents.
Specifically, the study looks at the relationship between the CFRP plate thickness and the interfacial shear stress concentration at the plate curtailment, the failure modes of the CFRP-strengthened beams as well as the efficiency of the CFRP external reinforcing system.
In the present study, a numerical model is developed for the optimization of the external reinforcement of reinforced concrete beams by Hybrid Fiber Reinforced Polymer (HFRP) Plate.
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