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2023 | Book

Structural Optimization Using Shuffled Shepherd Meta-Heuristic Algorithm

Extensions and Applications

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About this book

This book presents the so-called Shuffled Shepherd Optimization Algorithm (SSOA), a recently developed meta-heuristic algorithm by authors. There is always limitations on the resources to be used in the construction. Some of the resources used in the buildings are also detrimental to the environment. For example, the cement utilized in making concrete emits carbon dioxide, which contributes to the global warming. Hence, the engineers should employ resources efficiently and avoid the waste. In the traditional optimal design methods, the number of trials and errors used by the designer is limited, so there is no guarantee that the optimal design can be found for structures. Hence, the deigning method should be changed, and the computational algorithms should be employed in the optimum design problems.

The gradient-based method and meta-heuristic algorithms are the two different types of methods used to find the optimal solution. The gradient-based methods require gradient information. Also, these can easily be trapped in the local optima in the nonlinear and complex problems. Therefore, to overcome these issues, meta-heuristic algorithms are developed. These algorithms are simple and can get out of the local optimum by easy means. However, a single meta-heuristic algorithm cannot find the optimum results in all types of optimization problems. Thus, civil engineers develop different meta-heuristic algorithms for their optimization problems.

Different applications of the SSOA are provided. The simplified and enhanced versions of the SSOA are also developed and efficiently applied to various optimization problems in structures. Another special feature of this book consists of the use of graph theoretical force method as analysis tool, in place of traditional displacement approach. This has reduced the computational time to a great extent, especially for those structures having smaller DSI compared to the DKI. New framework is also developed for reliability-based design of frame structures. The algorithms are clearly stated such that they can simply be implemented and utilized in practice and research.

Table of Contents

Frontmatter
Chapter 1. Introduction
Abstract
The world we live in today is very competitive, and people are constantly striving to maximize their output or profit using a limited amount of resources that they have access to. As an example, in engineering design, it is essential to select design variables that satisfy all design criteria and have the lowest feasible cost. The primary purpose of engineering design is to adhere to fundamental standards while simultaneously achieving the best possible economic results.
Ali Kaveh, Ataollah Zaerreza
Chapter 2. Shuffled Shepherd Optimization Method: A New Meta-Heuristic Algorithm
Ali Kaveh, Ataollah Zaerreza
Chapter 3. Shuffled Shepherd Optimization Method Simplified for Reducing the Parameter Dependency
Abstract
Shuffled shepherd optimization algorithm (SSOA) is a newly developed multi-community algorithm inspired by shepherd behavior. Since the SSOA is a parameter-dependent method, the optimum performance requires using the right parameters for each problem. In this chapter, SSOA is modified to become less reliant on parameter adjustment.
Ali Kaveh, Ataollah Zaerreza
Chapter 4. An Enhanced Shuffled Shepherd Optimization Algorithm and Application to Space Structures
Abstract
In this chapter, the Enhanced Shuffled Shepherd Optimization Algorithm (ESSOA) is presented and utilized for optimal design of space structures, Kaveh et al. [1]. Shuffled Shepherd Optimization Algorithm (SSAO) is an optimizer inspired by the herding behavior of shepherds in nature. SSOA may suffer from some disadvantages, including being caught in a local optimum and starting from a random population without previous information. This chapter aims to improve the performance of the SSOA by incorporating two efficient devices.
Ali Kaveh, Ataollah Zaerreza
Chapter 5. A New Strategy Added to the SSAO for Structural Damage Detection
Abstract
In order to provide a good performance for Shuffled Shepherd Optimization Algorithm (SSOA), in the damage detection problems, Kaveh et al. [1] applied the a boundary strategy (BS) to SSOA. This strategy gradually neutralizes the impact of healthy structural elements progressively throughout the optimization procedure.
Ali Kaveh, Ataollah Zaerreza
Chapter 6. Optimum Design of Curve Roof Frames by SSOA and Comparison with TLBO, ECBO, and WSA
Abstract
In this chapter, the discrete optimum design of two types of portal frames, including planar steel Curved Roof Frame (CRF) structures and Pitched Roof Frame (PRF) structures with tapered I-section members are presented, which is investigated by Kaveh et al. (Kaveh et al. in Periodica Polytechnica Civil Engineering 65(4):1092–1113, 2021).
Ali Kaveh, Ataollah Zaerreza
Chapter 7. Optimum Design of Castellated Beams Using SSOA and the Other Four Meta-Heuristic Algorithms
Abstract
This chapter presents the optimum design of the castellated beams introduced by Kaveh et al. (Kaveh et al. in Iranian J Sci Technol, Tran Civil Eng., 2022). In recent decades, castellated beams have gained much attention. Due to the perforations in the webs of these beams, the bending moment capacity of the cross-section rises without increasing the beam’s weight.
Ali Kaveh, Ataollah Zaerreza
Chapter 8. An Improved PSO Using the SRM of the ESSOA for Optimum Design of the Frame Structures via the Force Method
Abstract
The efficient graph-theoretical force method, investigated by Kaveh and Zaerreza (Kaveh and Zaerreza in Structures 43:1145–1159, 2022), is presented in this chapter. A graph-theoretical force method is used in the analysis of the frame structures to decrease the time required for optimization.
Ali Kaveh, Ataollah Zaerreza
Chapter 9. An Efficient ESSOA for the Reliability Based Design Optimization Using the New Framework
Abstract
In this chapter, a novel framework is presented for reliability-based design optimization (RBDO) employing decoupled approaches and metaheuristic algorithms, developed by Kaveh and Zaerreza (Kaveh and Zaerreza in Structures 38:1210–1225, 2022).
Ali Kaveh, Ataollah Zaerreza
Chapter 10. Reliability-Based Design Optimization of the Frame Structures Using the ESSOA and ERao
Abstract
The reliability-based design optimization (RBDO) of the frame structures using the force method and sequential optimization and reliability assessment-double meta-heuristic framework (SORA-DM), instigated by Kaveh and Zaerreza (Kaveh and Zaerreza in Reliability-based design optimization of the frame structures using the force method and SORA-DM framework, Submitted for publication, Structures, 2022), is presented in this chapter. In the SORA-DM, the meta-heuristic method is used for both the optimization process and analysis of reliability.
Ali Kaveh, Ataollah Zaerreza
Metadata
Title
Structural Optimization Using Shuffled Shepherd Meta-Heuristic Algorithm
Authors
Ali Kaveh
Ataollah Zaerreza
Copyright Year
2023
Electronic ISBN
978-3-031-25573-1
Print ISBN
978-3-031-25572-4
DOI
https://doi.org/10.1007/978-3-031-25573-1