Machine Learning-based Optimum Reinforced Concrete Design for Progressive Collapse

نویسندگان

چکیده

This paper investigated progressive collapse analysis of three-dimensional (3D) reinforced concrete (RC) frames that are optimized for carrying structural loads by introducing a unique simultaneous multi-column removal load path using Machine Learning. The investigation includes formulating an integrated computational framework incorporates self-training machine learning algorithm. algorithm is used to train the largest models 3D RC containing more than 600 structures predict posterior based on trained priors. efficiency was shown conducting comprehensive study optimization and behavior considering seismic loading, alternative due collapse, second order (P–delta) effects. results show proposed ensures system solutions meet both integrity constructability requirements ACI Unified Facilities Criteria.

برای دانلود رایگان متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Optimum Design of Reinforced Concrete Beams using Teaching- Learning-Based Optimization

Efficiency of reinforced concrete (RC) design can be measured by finding the design with minimum cost within all possible ones that satisfied security conditions. This task is difficult because RC members consisting of two materials; concrete and steel bars with different material properties i.e., compressive and tensile strength, elasticity modulus, and unit material costs. Thus, an additional...

متن کامل

Numerical Study of Progressive Collapse in Intermediate Moment Resisting Reinforced Concrete Frame Due to Column Removal

Progressive collapse is a chain reaction of failures propagating throughout a portion of the structure disproportionate to the original local failure occurring when a sudden loss of a critical load‐bearing element initiates a structural element failure, eventually resulting in partial or full collapse of the structure. Both General Services Administration (GSA) and United States Department of D...

متن کامل

harmony search based algorithms for the optimum cost design of reinforced concrete cantilever retaining walls

cost optimization of the reinforced concrete cantilever soil retaining wall of a given height satisfying some structural and geotechnical design constraints is performed utilizing harmony search and improved harmony search algorithms. the objective function considered is the cost of the structure, and design is based on aci 318-05. this function is minimized subjected to design constraints. a n...

متن کامل

Analysis on Dynamic Response of Reinforced Concrete Frame for Resisting Progressive Collapse

In order to investigate the dynamic response of reinforced concrete spatial frames caused by initial damages, a six-story frame model is analyzed by employing the nonlinear dynamic methodology in accordance with the alternate path method issued by General Services Administration. In this paper, the fiber model and force-based beam-column element are utilized in OpenSees. Four various scenarios ...

متن کامل

Application of Fiber Model for Progressive Collapse Analysis of Reinforced Concrete Frames

The progressive collapse of the building structures due to accidents has become a hot research topic of civil engineering all around the world. The researches and designs on progressive collapse are based on accurately simulation for the failure process of whole structural systems. However, due to the complicated material and geometric nonlinearity and large computational workload in collapse s...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Electronic Journal of Structural Engineering

سال: 2023

ISSN: ['1443-9255']

DOI: https://doi.org/10.56748/ejse.233642