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investigation of different artificial intelligence algorithms in predicting the bending strength of reinforced concrete beams
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نویسنده
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chamanzari shokoohozaman ,dorostkar aliaskar ,yosefi abolfazl ,nasseri hamidreza
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منبع
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پنجمين كنفرانس بينالمللي محاسبات نرم - 1402 - دوره : 5 - پنجمین کنفرانس بینالمللی محاسبات نرم - کد همایش: 02230-29559 - صفحه:0 -0
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چکیده
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Concrete structures play a pivotal role in the realm of civil engineering, with reinforcement techniques employed to amplify their robustness and resilience. the utilization of steel fibers and polymer fibers, such as frp sheets, has displayed auspicious outcomes in enhancing the properties of concrete. nonetheless, the evaluation and comparison of the performance between reinforced and unreinforced concrete necessitate meticulous sampling and experimental examinations. this is precisely where artificial intelligence algorithms come to the fore. artificial intelligence, particularly artificial neural networks (ann), bestows a potent instrument for precise calculations and prognostications in civil engineering. through training ann models with pertinent data, engineers can accurately gauge the ductility and durability of reinforced concrete structures. this paper delves into the implementation of diverse artificial intelligence algorithms and places particular emphasis on the application of ann in estimating flexural strength. ultimately, it underlines the merits of ann models in terms of assimilating, forecasting, and adapting to evolving data and environments.
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کلیدواژه
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reinforced concrete beams،concrete structures،gradient boosting،artificial intelligence
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آدرس
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, iran, , iran, , iran, , iran
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پست الکترونیکی
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nasseri.hr@birjand.ac.ir
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Authors
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