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The aim of this paper is to develop an alternative model dedicated for the simulation of large scale reinforced concrete structures with no need to represent explicitly the steel reinforcements.
A total of 10 full scale reinforced concrete beams were constructed and strengthened in flexure with FRPs.
Seven 1/3 scale reinforced concrete flat slabs were tested under static load increases or dynamic column removal cases with different supports removed.
Predicted maps at the global scale reinforced the general consensus that the North Atlantic Ocean is a key region in the worldwide distribution of L. pertusa.
The shear behavior of ten full scale reinforced concrete beams that were constructed from natural aggregate, recycled aggregate and treated recycled aggregate was experimentally and analytically studied.
The aim of this paper is to present results of testing a full scale reinforced concrete T connection by static loading.
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The procedure is validated for a large-scale reinforced concrete flat slab without shear reinforcement that failed in punching.
The emphasis of this investigation is to study the cyclic behavior of full-scale reinforced concrete beams with longitudinal and transverse reinforcement bars.
An experimental study of full-scale reinforced concrete flat slabs crosswise strengthened with prestressed carbon fiber-reinforced polymer (CFRP) straps against punching shear was performed.
Each specimen was designed following old (1970s) reinforcement detail practice in Japan, and is a one-third-scale reinforced concrete structure with considerable stiffness and strength eccentricity in the first story.
A total of 18 full-scale reinforced concrete beams were constructed and tested up to failure.
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