Optimum design of steel building structures using migration-based vibrating particles system

نویسندگان

چکیده

Vibrating Particles System (VPS) is developed based on some principles of physics in which the free vibration a system with single degree freedom including viscous damping concerned. In this algorithm, each possible solution or vibrating particle seeks its equilibrium position search space. Despite relatively good exploration ability VPS it poor at exploitation and convergence speed algorithm also an issue cases. paper, hybridized Migration-Based Local Search (MBLS) mechanism Biogeography-Based Optimization (BBO) strong local capability to concentrate process around promising particles locate optimum more precisely. Three hybrid algorithms are how use MBLS methods as parallel, series mixed series–parallel schemes. order evaluate proposed dealing difficult structural optimization problems, 24-story benchmark frame problem, 10-story steel structure 1026 members alongside 20-story 3860 optimized using presented algorithms. The findings affirm robustness efficiency over standard existing relevant approaches for design building structures.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود 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

AN EFFICIENT METHOD FOR OPTIMUM PERFORMANCE-BASED SEISMIC DESIGN OF FUSED BUILDING STRUCTURES

A dual structural fused system consists of replaceable ductile elements (fuses) that sustain major seismic damage and leave the primary structure (PS) virtually undamaged. The seismic performance of a fused structural system is determined by the combined behavior of the individual PS and fuse components. In order to design a feasible and economic structural fuse concept, we need a procedure to ...

متن کامل

Comparative Review of the Performance Based Design of Building Structures Using Static Non-Linear Analysis, Part A: Steel Braced Frames

The objective of this review to be submitted in two independent parts, for steel frames and for RC frames, is to compare their structural performance with respect to the proposed N2-method, and so also of the consequent convenience of using pushover methodology for the seismic analysis of these structures. A preliminary investigation is presented on a pushover analysis used for the seismic perf...

متن کامل

PERFORMANCE-BASED MULTI-OBJECTIVE OPTIMUM DESIGN FOR STEEL STRUCTURES WITH INTELLIGENCE ALGORITHMS

A multi-objective heuristic particle swarm optimiser (MOHPSO) based on Pareto multi-objective theory is proposed to solve multi-objective optimality problems. The optimality objectives are the roof displacement and structure weight. Two types of structure are analysed in this paper, a truss structure and a framework structure. Performance-based seismic analysis, such as classical and modal push...

متن کامل

MATLAB CODE FOR VIBRATING PARTICLES SYSTEM ALGORITHM

In this paper, MATLAB code for a recently developed meta-heuristic methodology, the vibrating particles system (VPS) algorithm, is presented. The VPS is a population-based algorithm which simulates a free vibration of single degree of freedom systems with viscous damping. The particles gradually approach to their equilibrium positions that are achieved from current population and historically b...

متن کامل

OPTIMUM DESIGN OF SKELETAL STRUCTURES USING ANT LION OPTIMIZER

This paper utilizes recent optimization algorithm called Ant Lion Optimizer (ALO) for optimal design of skeletal structures. The ALO is based on the hunting mechanism of Antlions in nature. The random walk of ants, building traps, entrapment of ants in traps, catching preys, and re-building traps are main steps for this algorithm. The new algorithm is examined by designing three truss and frame...

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: Structures

سال: 2021

ISSN: ['2352-0124']

DOI: https://doi.org/10.1016/j.istruc.2021.05.028