메뉴 건너뛰기




Volumn 28, Issue 3, 2014, Pages

Structural optimization of deploying structures composed of linkages

Author keywords

Algorithms; Minimum weight design; Optimization; Shape; Size; Structural design

Indexed keywords

ALGORITHMS; OPTIMIZATION; STRUCTURAL DESIGN;

EID: 84899001364     PISSN: 08873801     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CP.1943-5487.0000272     Document Type: Article
Times cited : (26)

References (36)
  • 2
    • 34248524665 scopus 로고    scopus 로고
    • Probabilistic performance-based optimal design of steel moment-resisting frames. II: Applications
    • 10.1061/(ASCE)0733-9445(2007)133:6(767), JSENDH 0733-9445
    • Alimoradi, A., Pezeshk, S., and, Foley, C. M. (2007). " Probabilistic performance-based optimal design of steel moment-resisting frames. II: Applications." J. Struct. Eng., 10.1061/(ASCE)0733-9445(2007)133: 6(767), 767-776. JSENDH 0733-9445
    • (2007) J. Struct. Eng. , pp. 767-776
    • Alimoradi, A.1    Pezeshk, S.2    Foley, C.M.3
  • 3
    • 35148812493 scopus 로고    scopus 로고
    • American Institute of Steel Construction (AISC). 13th Ed. Chicago
    • American Institute of Steel Construction (AISC). (2005). Steel construction manual, 13th Ed., Chicago.
    • (2005) Steel Construction Manual
  • 4
    • 0028531387 scopus 로고
    • Methods for optimization of nonlinear problems with discrete variables: A review
    • SOPTEQ 0934-4373 10.1007/BF01743302
    • Arora, J. S., Huang, M. W., and, Hsieh, C. C. (1994). " Methods for optimization of nonlinear problems with discrete variables: A review." Struct. Optim., 8 (2-3), 69-85. SOPTEQ 0934-4373 10.1007/BF01743302
    • (1994) Struct. Optim. , vol.8 , Issue.23 , pp. 69-85
    • Arora, J.S.1    Huang, M.W.2    Hsieh, C.C.3
  • 5
    • 77957304578 scopus 로고    scopus 로고
    • Design optimization and dynamic analysis of a tensegrity-based footbridge
    • ENSTDF 0141-0296 10.1016/j.engstruct.2010.08.009
    • Bel Hadj Ali, N., Rhode-Barbigos, L., Pascual Albi, A., and, Smith, I. F. C. (2010). " Design optimization and dynamic analysis of a tensegrity-based footbridge." Eng. Struct., 32 (11), 3650-3659. ENSTDF 0141-0296 10.1016/j.engstruct.2010.08.009
    • (2010) Eng. Struct. , vol.32 , Issue.11 , pp. 3650-3659
    • Bel Hadj Ali, N.1    Rhode-Barbigos, L.2    Pascual Albi, A.3    Smith, I.F.C.4
  • 6
    • 2542483768 scopus 로고    scopus 로고
    • Shape optimization of cover plates for retractable roofs
    • CMSTCJ 0045-7949 10.1016/j.compstruc.2004.02.021
    • Buhl, T., Jensen, F. V., and, Pellegrino, S. (2004). " Shape optimization of cover plates for retractable roofs." Comput. Struct., 82 (15-16), 1227-1236. CMSTCJ 0045-7949 10.1016/j.compstruc.2004.02.021
    • (2004) Comput. Struct. , vol.82 , Issue.1516 , pp. 1227-1236
    • Buhl, T.1    Jensen, F.V.2    Pellegrino, S.3
  • 7
    • 79953228430 scopus 로고    scopus 로고
    • Design of reinforced concrete road vaults by heuristic optimization
    • AESODT 0141-1195 10.1016/j.advengsoft.2011.01.002
    • Carbonell, A., Gonzalez-Vidosa, F., and, Yepes, V. (2011). " Design of reinforced concrete road vaults by heuristic optimization." Adv. Eng. Software, 42 (4), 151-159. AESODT 0141-1195 10.1016/j.advengsoft.2011.01.002
    • (2011) Adv. Eng. Software , vol.42 , Issue.4 , pp. 151-159
    • Carbonell, A.1    Gonzalez-Vidosa, F.2    Yepes, V.3
  • 8
    • 33646747224 scopus 로고    scopus 로고
    • Nonlinear stiffness design optimization of tall reinforced concrete buildings under service loads
    • 10.1061/(ASCE)0733-9445(2006)132:6(978), JSENDH 0733-9445
    • Chan, C. M., and, Wang, Q. (2006). " Nonlinear stiffness design optimization of tall reinforced concrete buildings under service loads." J. Struct. Eng., 10.1061/(ASCE)0733-9445(2006)132:6(978), 978-990. JSENDH 0733-9445
    • (2006) J. Struct. Eng. , pp. 978-990
    • Chan, C.M.1    Wang, Q.2
  • 9
    • 13844275581 scopus 로고    scopus 로고
    • Active tensegrity structure
    • 10.1061/(ASCE)0733-9445(2004)130:10(1454), JSENDH 0733-9445
    • Fest, E., Shea, K., and, Smith, I. F. C. (2004). " Active tensegrity structure." J. Struct. Eng., 10.1061/(ASCE)0733-9445(2004)130:10(1454), 1454-1465. JSENDH 0733-9445
    • (2004) J. Struct. Eng. , pp. 1454-1465
    • Fest, E.1    Shea, K.2    Smith, I.F.C.3
  • 10
    • 10844226578 scopus 로고    scopus 로고
    • Automated design of steel frames using advanced analysis and object-oriented evolutionary computation
    • 10.1061/(ASCE)0733-9445(2003)129:5(648), JSENDH 0733-9445
    • Foley, C. M., and, Schinler, D. (2003). " Automated design of steel frames using advanced analysis and object-oriented evolutionary computation." J. Struct. Eng., 10.1061/(ASCE)0733-9445(2003)129:5(648), 648-660. JSENDH 0733-9445
    • (2003) J. Struct. Eng. , pp. 648-660
    • Foley, C.M.1    Schinler, D.2
  • 11
    • 84948578043 scopus 로고    scopus 로고
    • Optimum design of deployable structures using genetic algorithms
    • Gantes, C. J., Georgiou, P. G., and, Koumousis, V. K. (1998). " Optimum design of deployable structures using genetic algorithms." Trans. Built Environ., 255-264.
    • (1998) Trans. Built Environ. , pp. 255-264
    • Gantes, C.J.1    Georgiou, P.G.2    Koumousis, V.K.3
  • 12
    • 5644283530 scopus 로고    scopus 로고
    • Improved global-local simulated annealing formulation for solving non-smooth engineering optimization problems
    • IJSOAD 0020-7683 10.1016/j.ijsolstr.2004.07.015
    • Genovese, K., Lamberti, L., and, Pappalettere, C. (2005). " Improved global-local simulated annealing formulation for solving non-smooth engineering optimization problems." Int. J. Solids Struct., 42 (1), 203-237. IJSOAD 0020-7683 10.1016/j.ijsolstr.2004.07.015
    • (2005) Int. J. Solids Struct. , vol.42 , Issue.1 , pp. 203-237
    • Genovese, K.1    Lamberti, L.2    Pappalettere, C.3
  • 15
    • 84898954194 scopus 로고    scopus 로고
    • Discrete-sizing optimal design of scissor-link foldable structures using genetic algorithm
    • 1563-0854
    • Kaveh, A., and, Shojaee, S. (2003). " Discrete-sizing optimal design of scissor-link foldable structures using genetic algorithm." Asian J. Civ. Eng., 4 (2-4), 115-133. 1563-0854
    • (2003) Asian J. Civ. Eng. , vol.4 , Issue.24 , pp. 115-133
    • Kaveh, A.1    Shojaee, S.2
  • 16
    • 33750981267 scopus 로고    scopus 로고
    • Optimal design of scissor-link foldable structures using ant colony optimization algorithm
    • 1093-9687 10.1111/mice.2007.22.issue-1
    • Kaveh, A., and, Shojaee, S. (2007). " Optimal design of scissor-link foldable structures using ant colony optimization algorithm." Comput. Aided Civ. Infrastruct. Eng., 22 (1), 56-64. 1093-9687 10.1111/mice.2007.22. issue-1
    • (2007) Comput. Aided Civ. Infrastruct. Eng. , vol.22 , Issue.1 , pp. 56-64
    • Kaveh, A.1    Shojaee, S.2
  • 17
    • 67349196779 scopus 로고    scopus 로고
    • A particle swarm ant colony optimization for truss structures with discrete variables
    • JCSRDL 0143-974X 10.1016/j.jcsr.2009.04.021
    • Kaveh, A., and, Talatahari, S. (2009). " A particle swarm ant colony optimization for truss structures with discrete variables." J. Constr. Steel Res., 65 (8-9), 1558-1568. JCSRDL 0143-974X 10.1016/j.jcsr.2009.04.021
    • (2009) J. Constr. Steel Res. , vol.65 , Issue.89 , pp. 1558-1568
    • Kaveh, A.1    Talatahari, S.2
  • 18
    • 26444479778 scopus 로고
    • Optimization by simulated annealing
    • SCIEAS 0036-8075 10.1126/science.220.4598.671
    • Kirkpatrick, S., Gelatt, C. D., and, Vecchi, M. P. (1983). " Optimization by simulated annealing." Science, 220 (4598), 671-680. SCIEAS 0036-8075 10.1126/science.220.4598.671
    • (1983) Science , vol.220 , Issue.4598 , pp. 671-680
    • Kirkpatrick, S.1    Gelatt, C.D.2    Vecchi, M.P.3
  • 19
    • 34249297930 scopus 로고    scopus 로고
    • Weight optimization of skeletal structures with multi-point simulated annealing
    • CMESCE 1526-1492
    • Lamberti, L., and, Pappalettere, C. (2007). " Weight optimization of skeletal structures with multi-point simulated annealing." Comput. Model. Eng. Sci., 18 (3), 183-221. CMESCE 1526-1492
    • (2007) Comput. Model. Eng. Sci. , vol.18 , Issue.3 , pp. 183-221
    • Lamberti, L.1    Pappalettere, C.2
  • 20
    • 27844531167 scopus 로고    scopus 로고
    • The harmony search heuristic algorithm for discrete structural optimization
    • EGOPAX 0305-215X 10.1080/03052150500211895
    • Lee, K. S., Geem, Z. W., Lee, S.-H., and, Bae, K.-W. (2005). " The harmony search heuristic algorithm for discrete structural optimization." Eng. Optim., 37 (7), 663-684. EGOPAX 0305-215X 10.1080/03052150500211895
    • (2005) Eng. Optim. , vol.37 , Issue.7 , pp. 663-684
    • Lee, K.S.1    Geem, Z.W.2    Lee, S.-H.3    Bae, K.-W.4
  • 21
    • 80052962745 scopus 로고    scopus 로고
    • Shape optimization of cold-formed steel columns
    • TWASDE 0263-8231
    • Leng, J., Guest, J. K., and, Schafer, B. W. (2011). " Shape optimization of cold-formed steel columns." Thin-Walled Struct., 49 (12), 1492-1503. TWASDE 0263-8231
    • (2011) Thin-Walled Struct. , vol.49 , Issue.12 , pp. 1492-1503
    • Leng, J.1    Guest, J.K.2    Schafer, B.W.3
  • 22
    • 77955469615 scopus 로고    scopus 로고
    • Design of prestressed concrete precast pedestrian bridges by heuristic optimization
    • AESODT 0141-1195 10.1016/j.advengsoft.2010.05.003
    • Marti, J. V., and, Gonzalez-Vidosa, F. (2010). " Design of prestressed concrete precast pedestrian bridges by heuristic optimization." Adv. Eng. Software, 41 (7-8), 916-922. AESODT 0141-1195 10.1016/j.advengsoft. 2010.05.003
    • (2010) Adv. Eng. Software , vol.41 , Issue.78 , pp. 916-922
    • Marti, J.V.1    Gonzalez-Vidosa, F.2
  • 23
    • 0035396141 scopus 로고    scopus 로고
    • Estimation of incident and reflected waves using simulated annealing
    • 10.1061/(ASCE)0733-950X(2001)127:4(213), JWPED5 0733-950X
    • Medina, J. R. (2001). " Estimation of incident and reflected waves using simulated annealing." J. Waterway, Port, Coastal, Ocean Eng., 10.1061/(ASCE)0733-950X(2001)127:4(213), 213-221. JWPED5 0733-950X
    • (2001) J. Waterway, Port, Coastal, Ocean Eng. , pp. 213-221
    • Medina, J.R.1
  • 24
    • 67349146479 scopus 로고    scopus 로고
    • Shape optimization of reduced beam section under cyclic loads
    • JCSRDL 0143-974X 10.1016/j.jcsr.2009.03.001
    • Ohsaki, M., Tagawa, H., and, Pan, P. (2009). " Shape optimization of reduced beam section under cyclic loads." J. Constr. Steel Res., 65 (7), 1511-1519. JCSRDL 0143-974X 10.1016/j.jcsr.2009.03.001
    • (2009) J. Constr. Steel Res. , vol.65 , Issue.7 , pp. 1511-1519
    • Ohsaki, M.1    Tagawa, H.2    Pan, P.3
  • 25
    • 61949477058 scopus 로고    scopus 로고
    • Optimization of a telescope movable support structure by means of volumetric displacements
    • SEGMEQ 1225-4568 10.12989/sem.2009.31.4.393
    • Ortega, N. F., and, Robles, S. I. (2009). " Optimization of a telescope movable support structure by means of volumetric displacements." Struct. Eng. Mech., 31 (4), 393-405. SEGMEQ 1225-4568 10.12989/sem.2009.31.4.393
    • (2009) Struct. Eng. Mech. , vol.31 , Issue.4 , pp. 393-405
    • Ortega, N.F.1    Robles, S.I.2
  • 26
    • 52249110456 scopus 로고    scopus 로고
    • Multiobjective optimizaiton of concrete frames by simulated annealing
    • 1093-9687 10.1111/mice.2008.23.issue-8
    • Paya, I., Yepes, V., Gonzalez-Vidosa, F., and, Hospitaler, A. (2008). " Multiobjective optimizaiton of concrete frames by simulated annealing." Comput. Aided Civ. Infrastruct. Eng., 23 (8), 596-610. 1093-9687 10.1111/mice.2008.23.issue-8
    • (2008) Comput. Aided Civ. Infrastruct. Eng. , vol.23 , Issue.8 , pp. 596-610
    • Paya, I.1    Yepes, V.2    Gonzalez-Vidosa, F.3    Hospitaler, A.4
  • 27
    • 78049438075 scopus 로고    scopus 로고
    • On the Weibull cost estimation of building frames designed by simulated anneling
    • MECCB9 0025-6455 10.1007/s11012-010-9285-0
    • Paya-Zaforteza, I., Yepes, V., Gonzalez-Vidosa, F., and, Hospitaler, A. (2010). " On the Weibull cost estimation of building frames designed by simulated anneling." Meccanica, 45 (5), 693-704. MECCB9 0025-6455 10.1007/s11012-010-9285-0
    • (2010) Meccanica , vol.45 , Issue.5 , pp. 693-704
    • Paya-Zaforteza, I.1    Yepes, V.2    Gonzalez-Vidosa, F.3    Hospitaler, A.4
  • 28
    • 68649115500 scopus 로고    scopus 로고
    • CO 2 -optimization of reinforced concrete frames by simulated annealing
    • ENSTDF 0141-0296 10.1016/j.engstruct.2009.02.034
    • Paya-Zaforteza, I., Yepes, V., Hospitaler, A., and, Gonzalez-Vidosa, F. (2009). " CO 2 -optimization of reinforced concrete frames by simulated annealing." Eng. Struct., 31 (7), 1501-1508. ENSTDF 0141-0296 10.1016/j.engstruct.2009.02.034
    • (2009) Eng. Struct. , vol.31 , Issue.7 , pp. 1501-1508
    • Paya-Zaforteza, I.1    Yepes, V.2    Hospitaler, A.3    Gonzalez-Vidosa, F.4
  • 29
    • 0034156064 scopus 로고    scopus 로고
    • Design of nonlinear framed structures using genetic optimization
    • 10.1061/(ASCE)0733-9445(2000)126:3(382), JSENDH 0733-9445
    • Pezeshk, S., Camp, C. V., and, Chen, D. (2000). " Design of nonlinear framed structures using genetic optimization." J. Struct. Eng., 10.1061/(ASCE)0733-9445(2000)126:3(382), 382-388. JSENDH 0733-9445
    • (2000) J. Struct. Eng. , pp. 382-388
    • Pezeshk, S.1    Camp, C.V.2    Chen, D.3
  • 30
    • 79955478231 scopus 로고    scopus 로고
    • Optimization of steel floor systems using particle swarm
    • JCSRDL 0143-974X 10.1016/j.jcsr.2011.02.016
    • Poitras, G., Lefrancois, G., and, Cormier, G. (2011). " Optimization of steel floor systems using particle swarm." J. Constr. Steel Res., 67 (8), 1225-1231. JCSRDL 0143-974X 10.1016/j.jcsr.2011.02.016
    • (2011) J. Constr. Steel Res. , vol.67 , Issue.8 , pp. 1225-1231
    • Poitras, G.1    Lefrancois, G.2    Cormier, G.3
  • 31
    • 33646202532 scopus 로고    scopus 로고
    • Improving full-scale transmission tower design through topology and shape optimization
    • 10.1061/(ASCE)0733-9445(2006)132:5(781), JSENDH 0733-9445
    • Shea, K., and, Smith, I. F. C. (2006). " Improving full-scale transmission tower design through topology and shape optimization." J. Struct. Eng., 10.1061/(ASCE)0733-9445(2006)132:5(781), 781-790. JSENDH 0733-9445
    • (2006) J. Struct. Eng. , pp. 781-790
    • Shea, K.1    Smith, I.F.C.2
  • 33
    • 84855814894 scopus 로고    scopus 로고
    • Shape-finding of a deployable structure using simulated annealing
    • (b). "."
    • Thrall, A. P. (2011 b). " Shape-finding of a deployable structure using simulated annealing." J. Int. Assoc. Shell and Spatial Struct., 52 (4), 241-247.
    • (2011) J. Int. Assoc. Shell and Spatial Struct. , vol.52 , Issue.4 , pp. 241-247
    • Thrall, A.P.1
  • 34
    • 0031118203 scopus 로고    scopus 로고
    • No free lunch theorems for optimization
    • 1089-778X 10.1109/4235.585893
    • Wolpert, D. H., and, Macready, W. G. (1997). " No free lunch theorems for optimization." IEEE Trans. Evol. Comput., 1 (1), 67-82. 1089-778X 10.1109/4235.585893
    • (1997) IEEE Trans. Evol. Comput. , vol.1 , Issue.1 , pp. 67-82
    • Wolpert, D.H.1    Macready, W.G.2
  • 35
    • 38849141525 scopus 로고    scopus 로고
    • A parametric study of optimum earth-retaining walls by simulated annealing
    • ENSTDF 0141-0296 10.1016/j.engstruct.2007.05.023
    • Yepes, V., Alcala, J., Perea, C., and, Gonzalez-Vidosa, F. (2008). " A parametric study of optimum earth-retaining walls by simulated annealing." Eng. Struct., 30 (3), 821-830. ENSTDF 0141-0296 10.1016/j.engstruct.2007.05.023
    • (2008) Eng. Struct. , vol.30 , Issue.3 , pp. 821-830
    • Yepes, V.1    Alcala, J.2    Perea, C.3    Gonzalez-Vidosa, F.4
  • 36
    • 0031336179 scopus 로고    scopus 로고
    • Sensitivity analysis based on the force method for deployable cable-stiffened structures
    • EGOPAX 0305-215X 10.1080/03052159708941006
    • You, Z. (1997). " Sensitivity analysis based on the force method for deployable cable-stiffened structures." Eng. Optim., 29 (1-4), 429-441. EGOPAX 0305-215X 10.1080/03052159708941006
    • (1997) Eng. Optim. , vol.29 , Issue.14 , pp. 429-441
    • You, Z.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.