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      KCI등재 SCIE SCOPUS

      Parametric modeling and shape optimization of four typical Schwedler spherical reticulated shells

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      https://www.riss.kr/link?id=A104825507

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      다국어 초록 (Multilingual Abstract)

      Spherical reticulated shells are widely applied in structural engineering due to their good bearing capability and attractive appearance. Parametric modeling of spherical reticulated shells is the basis of internal analysis and optimization design. In...

      Spherical reticulated shells are widely applied in structural engineering due to their good bearing capability and attractive appearance. Parametric modeling of spherical reticulated shells is the basis of internal analysis and optimization design. In the present study, generation methods of nodes and the corresponding connection methods of rod elements are proposed. Modeling programs are compiled by adopting the ANSYS Parametric Design Language (APDL). A shape optimization method based on the two-stage algorithm is presented, and the corresponding optimization program is compiled in FORTRAN environment. Shape optimization is carried out based on the objective function of the minimum total steel consumption and the restriction condition of strength, stiffness, slenderness ratio, stability. The shape optimization of four typical Schwedler spherical reticulated shells is calculated with the span of 30 m~80 m and rise to span ratio of 1/7~1/2. Compared with the shape optimization results, the variation rules of total steel consumption along with the span and rise to span ratio are discussed. The results show that: (1) The left and right rod-Schwedler spherical reticulated shell is the most optimized and should be preferentially adopted in structural engineering. (2) The left diagonal rod-Schwedler spherical reticulated shell is second only to left and right rod regarding the mechanical behavior and optimized results. It can be applied to medium and small-span structures. (3) Double slash rod-Schwedler spherical reticulated shell is advantageous in mechanical behavior but with the largest total weight. Thus, this type can be used in large-span structures as far as possible. (4) The mechanical performance of no latitudinal rod-Schwedler spherical reticulated shell is the worst and with the second largest weight. Thus, this spherical reticulated shell should not be adopted generally in engineering.

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      참고문헌 (Reference)

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      1 Yas, M. H., "Two-objective stacking sequence optimization of a cylindrical shell using genetic algorithm" 14 (14): 499-506, 2007

      2 Jenkins, W. M., "Towards structural optimization via the genetic algorithm" 40 (40): 1321-1327, 1991

      3 Svanberg, K., "The method of moving asymptotes-a new method for structural optimization" 24 (24): 359-373, 1987

      4 Vyzantiadou, M. A., "The application of fractal geometry to the design of grid or reticulated shell structures" 39 (39): 51-59, 2007

      5 Lu, X. Y., "The Optimization of Reticulated Shell Structures Based On Discrete Variables" Building Industry Press 2013

      6 Luo, Z., "Structural shape and topology optimization using a meshless Galerkin level set method" 90 (90): 369-389, 2012

      7 Jenkins, W. M., "Structural optimization with the genetic algorithm" 69 (69): 418-422, 1991

      8 Durgun, İ., "Structural design optimization of vehicle components using cuckoo search algorithm" 54 (54): 185-188, 2012

      9 Sun, H. C., "Structural Optimization with Discrete Variables" Dalian University of Technology Press 2002

      10 Rajan, S. D., "Sizing, shape, and topology design optimization of trusses using genetic algorithm" 121 (121): 1480-1487, 1995

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      34 Dietl, J.M., "Beam shape optimization for power harvesting" 2010

      35 Chen, Z.H., "APDL Parametric Calculation and Analysis" China Water Power Press 2009

      36 Shang, X.J., "ANSYS Structural Finite Element Senior Analysis Method and Sample Applications" China Water Power Press 2005

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      38 Chai, S., "A two-level delimitative and combinatorial algorithm for a kind of (0, 1, 2) programing" 36 (36): 258-263, 1996

      39 A. Kaveh, "A new PSRO algorithm for frequency constraint truss shape and size optimization" 국제구조공학회 52 (52): 445-468, 2014

      40 Xia, Q., "A level set solution to the stress-based structural shape and topology optimization" 90 : 55-64, 2012

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      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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