2020
DOI: 10.1142/s0219455420400040
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Effect of Axial Compression Ratio on Seismic Behavior of GFRP Reinforced Concrete Columns

Abstract: Traditional reinforced concrete columns have demonstrated poor seismic performance especially in corrosive environment as the reinforcement bars experience severe corrosion under such conditions. To overcome the problem of steel corrosion, glass fiber-reinforced polymer (GFRP) reinforced concrete columns have gained significant attention in recent years. However, the seismic performance of GFRP reinforced concrete column is not well understood yet. One of the main challenges associated with the use of GFRP bar… Show more

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Cited by 56 publications
(10 citation statements)
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“…In the United States, around 40% of bridges are over 50 years old, and more than 9% of them are rated as structurally deficient, which would draw a total cost for bridge rehabilitation of around $123 billion [3]. In addition to the need to design more robust structures under various loads [4,5], efficient structural monitoring is also important for aging infrastructure. Accurate structural health assessments are the basis for the decision-making of infrastructure maintenance, repair and rehabilitation.…”
Section: Introductionmentioning
confidence: 99%
“…In the United States, around 40% of bridges are over 50 years old, and more than 9% of them are rated as structurally deficient, which would draw a total cost for bridge rehabilitation of around $123 billion [3]. In addition to the need to design more robust structures under various loads [4,5], efficient structural monitoring is also important for aging infrastructure. Accurate structural health assessments are the basis for the decision-making of infrastructure maintenance, repair and rehabilitation.…”
Section: Introductionmentioning
confidence: 99%
“…According to the size of the sample, the expansive soil was tested by a laser particle size analyzer, and the iron tailing sand was tested by the sieving method. It can be seen from the figure that the particle size of expansive soil is relatively small and the distribution range is mainly 2-10 μm, while the particle size of ITS is relatively large, mainly 100-1000 μm [40][41][42][43].…”
Section: Methodsmentioning
confidence: 99%
“…[ 26 , 29 , 41 ]. They are scripted by designers in a computer recognizable format to control the design exploration, iteration, or evolution [ 42 , 43 , 44 ]. As for scripting, design constraints are mostly manual scripted; however, research has started to develop automatic methods.…”
Section: Generative Design and Building Information Modellingmentioning
confidence: 99%