001461490 000__ 05520cam\a22006137i\4500 001461490 001__ 1461490 001461490 003__ OCoLC 001461490 005__ 20230503003355.0 001461490 006__ m\\\\\o\\d\\\\\\\\ 001461490 007__ cr\cn\nnnunnun 001461490 008__ 230317s2023\\\\sz\a\\\\ob\\\\000\0\eng\d 001461490 019__ $$a1371791274$$a1372396459 001461490 020__ $$a9783031255731$$qelectronic book 001461490 020__ $$a3031255739$$qelectronic book 001461490 020__ $$z9783031255724 001461490 020__ $$z3031255720 001461490 0247_ $$a10.1007/978-3-031-25573-1$$2doi 001461490 035__ $$aSP(OCoLC)1373237762 001461490 040__ $$aGW5XE$$beng$$erda$$epn$$cGW5XE$$dYDX$$dEBLCP$$dYDX$$dUKAHL 001461490 049__ $$aISEA 001461490 050_4 $$aTA658.8$$b.K38 2023 001461490 08204 $$a624.1/7713$$223/eng/20230317 001461490 1001_ $$aKaveh, A.$$q(Ali),$$d1948-$$eauthor.$$1https://isni.org/isni/0000000110841581 001461490 24510 $$aStructural optimization using shuffled shepherd meta-heuristic algorithm :$$bextensions and applications /$$cAli Kaveh, Ataollah Zaerreza. 001461490 264_1 $$aCham :$$bSpringer,$$c2023. 001461490 300__ $$a1 online resource (270 pages) :$$billustrations (black and white, and color). 001461490 336__ $$atext$$btxt$$2rdacontent 001461490 337__ $$acomputer$$bc$$2rdamedia 001461490 338__ $$aonline resource$$bcr$$2rdacarrier 001461490 4901_ $$aStudies in systems, decision and control ;$$vvolume 463 001461490 504__ $$aIncludes bibliographical references. 001461490 5050_ $$aIntroduction -- Shuffled shepherd optimization method: a new meta-heuristic algorithm -- Shuffled Shepherd Optimization Method Simplified for Reducing the Parameter Dependency -- An Enhanced Shuffled Shepherd Optimization Algorithm (ESSOA) -- A New Strategy Added to the SSAO for Structural Damage Detection -- Optimum Design of Curve Roof Frames by SSOA and Comparison with TLBO, ECBO, and WSA -- Optimum Design of Castellated Beams Using SSOA and Other Four Meta-Heuristic Algorithms -- An Improved PSO Using the SRM of the ESSOA for Optimum Design of the Frame Structures Using The Force Method -- An Efficient ESSOA for the Reliability Based Design Optimization Using the New Framework -- Reliability-Based Design Optimization of the Frame Structures Using the ESSOA and ERao. 001461490 506__ $$aAccess limited to authorized users. 001461490 520__ $$aThis 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. 001461490 650_0 $$aStructural optimization$$xComputer simulation. 001461490 650_0 $$aMetaheuristics$$xIndustrial applications. 001461490 655_0 $$aElectronic books. 001461490 7001_ $$aZaerreza, Ataollah,$$eauthor. 001461490 77608 $$iPrint version:$$aKaveh, A. (Ali), 1948-$$tStructural optimization using shuffled shepherd meta-heuristic algorithm.$$dCham : Springer Nature Switzerland, 2023$$z9783031255724$$w(OCoLC)1368272330 001461490 830_0 $$aStudies in systems, decision and control ;$$vv. 463. 001461490 852__ $$bebk 001461490 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-3-031-25573-1$$zOnline Access$$91397441.1 001461490 909CO $$ooai:library.usi.edu:1461490$$pGLOBAL_SET 001461490 980__ $$aBIB 001461490 980__ $$aEBOOK 001461490 982__ $$aEbook 001461490 983__ $$aOnline 001461490 994__ $$a92$$bISE