메뉴 건너뛰기




Volumn 136, Issue 11, 2010, Pages 1390-1400

New multidimensional visualization technique for limit-state surfaces in nonlinear finite-element reliability analysis

Author keywords

Finite element method; Imaging techniques; Limit states; Structural reliability

Indexed keywords

APPLICATION EXAMPLES; COMPUTATIONAL COSTS; CROSSING RATES; DESIGN POINTS; FAILURE DOMAINS; FAILURE PROBABILITY; FINITE-ELEMENT; FINITE-ELEMENT MODELS; GEOMETRIC APPROXIMATIONS; HIGH DIMENSIONAL SPACES; HIGH-DIMENSIONAL; HYPER-SURFACES; HYPERSURFACE; LIMIT STATE; LIMIT-STATE FUNCTION; MULTIDIMENSIONAL VISUALIZATION; PROBABILITY DENSITIES; REAL-WORLD; RELIABILITY METHODS; RELIABILITY PROBLEMS; SECOND-ORDER RELIABILITY METHODS; SOURCES OF UNCERTAINTY; STRUCTURAL RELIABILITY; TIME INVARIANTS; TIME VARIANT; TWO-DIMENSIONAL SUBSPACES;

EID: 77957896012     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EM.1943-7889.0000183     Document Type: Article
Times cited : (10)

References (48)
  • 1
    • 0026883379 scopus 로고
    • Optimal importance sampling density estimator
    • JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1992)118:6(1146)
    • Ang G.L. Ang A.H.-S. Tang W.H. Optimal importance sampling density estimator. J. Eng. Mech. 1992, 118(6):1146-1163. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1992)118:6(1146), and.
    • (1992) J. Eng. Mech. , vol.118 , Issue.6 , pp. 1146-1163
    • Ang, G.L.1    Ang, A.H.-S.2    Tang, W.H.3
  • 2
    • 0035472117 scopus 로고    scopus 로고
    • Estimation of small failure probabilities in high dimensions by subset simulation
    • PEMEEX, 0266-8920, 10.1016/S0266-8920(01)00019-4
    • Au S.K. Beck J.L. Estimation of small failure probabilities in high dimensions by subset simulation. Probab. Eng. Mech. 2001a, 16(4):263-277. PEMEEX, 0266-8920, 10.1016/S0266-8920(01)00019-4, and.
    • (2001) Probab. Eng. Mech. , vol.16 , Issue.4 , pp. 263-277
    • Au, S.K.1    Beck, J.L.2
  • 3
    • 0035399915 scopus 로고    scopus 로고
    • First excursion probabilities for linear systems by very efficient importance sampling
    • PEMEEX, 0266-8920, 10.1016/S0266-8920(01)00002-9
    • Au S.K. Beck J.L. First excursion probabilities for linear systems by very efficient importance sampling. Probab. Eng. Mech. 2001b, 16(3):193-207. PEMEEX, 0266-8920, 10.1016/S0266-8920(01)00002-9, and.
    • (2001) Probab. Eng. Mech. , vol.16 , Issue.3 , pp. 193-207
    • Au, S.K.1    Beck, J.L.2
  • 4
    • 0041821969 scopus 로고    scopus 로고
    • Subset simulation and its application to seismic risk based on dynamic analysis
    • JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(2003)129:8(901)
    • Au S.K. Beck J.L. Subset simulation and its application to seismic risk based on dynamic analysis. J. Eng. Mech. 2003, 129(8):901-917. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(2003)129:8(901), and.
    • (2003) J. Eng. Mech. , vol.129 , Issue.8 , pp. 901-917
    • Au, S.K.1    Beck, J.L.2
  • 5
    • 0032641046 scopus 로고    scopus 로고
    • Reliability of uncertain dynamical systems with multiple design points
    • 0167-4730, 10.1016/S0167-4730(99)00009-0
    • Au S.K. Papadimitriou C. Beck J.L. Reliability of uncertain dynamical systems with multiple design points. Struct. Safety 1999, 21(2):113-133. 0167-4730, 10.1016/S0167-4730(99)00009-0, and.
    • (1999) Struct. Safety , vol.21 , Issue.2 , pp. 113-133
    • Au, S.K.1    Papadimitriou, C.2    Beck, J.L.3
  • 6
    • 70549092752 scopus 로고    scopus 로고
    • Finite element response sensitivity, probabilistic response and reliability analyses of structural systems with applications to earthquake engineering
    • Ph.D. thesis, Univ. of California at San Diego, La Jolla, Calif.
    • Barbato M. Finite element response sensitivity, probabilistic response and reliability analyses of structural systems with applications to earthquake engineering. 2007, Ph.D. thesis, Univ. of California at San Diego, La Jolla, Calif.
    • (2007)
    • Barbato, M.1
  • 7
    • 13844313528 scopus 로고    scopus 로고
    • Finite element response sensitivity analysis: A comparison between force-based and displacement-based frame element models
    • CMMECC, 0045-7825, 10.1016/j.cma.2004.04.011
    • Barbato M. Conte J.P. Finite element response sensitivity analysis: A comparison between force-based and displacement-based frame element models. Comput. Methods Appl. Mech. Eng. 2005, 194(12-16):1479-1512. CMMECC, 0045-7825, 10.1016/j.cma.2004.04.011.
    • (2005) Comput. Methods Appl. Mech. Eng. , vol.194 , Issue.12-16 , pp. 1479-1512
    • Barbato, M.1    Conte, J.P.2
  • 8
    • 35748950781 scopus 로고    scopus 로고
    • Finite element structural response sensitivity and reliability analyses using smooth versus non-smooth material constitutive models
    • 10.1504/IJRS.2006.010688
    • Barbato M. Conte J.P. Finite element structural response sensitivity and reliability analyses using smooth versus non-smooth material constitutive models. Int. J. Reliab. 2006, 1(1/2):3-39. 10.1504/IJRS.2006.010688, and.
    • (2006) Int. J. Reliab. , vol.1 , Issue.1-2 , pp. 3-39
    • Barbato, M.1    Conte, J.P.2
  • 9
    • 33846269972 scopus 로고    scopus 로고
    • Finite element response sensitivity analysis using three-field mixed formulation: General theory and application to frame structures
    • IJNMBH, 0029-5981, 10.1002/nme.1759
    • Barbato M. Zona A. Conte J.P. Finite element response sensitivity analysis using three-field mixed formulation: General theory and application to frame structures. Int. J. Numer. Methods Eng. 2007, 69(1):114-161. IJNMBH, 0029-5981, 10.1002/nme.1759, and.
    • (2007) Int. J. Numer. Methods Eng. , vol.69 , Issue.1 , pp. 114-161
    • Barbato, M.1    Zona, A.2    Conte, J.P.3
  • 10
    • 0021385975 scopus 로고
    • Asymptotic approximations for multinormal integrals
    • JMCEA3, 0044-7951, 10.1061/(ASCE)0733-9399(1984)110:3(357).
    • Breitung K. Asymptotic approximations for multinormal integrals. J. Engrg. Mech. Div. 1984, 110(3):357-366. JMCEA3, 0044-7951, 10.1061/(ASCE)0733-9399(1984)110:3(357).
    • (1984) J. Engrg. Mech. Div. , vol.110 , Issue.3 , pp. 357-366
    • Breitung, K.1
  • 11
    • 0024032825 scopus 로고
    • Adaptive importance sampling-An iterative fast Monte Carlo procedure
    • 0167-4730, 10.1016/0167-4730(88)90020-3.
    • Bucher C.G. Adaptive importance sampling-An iterative fast Monte Carlo procedure. Struct. Safety 1988, 5(2):119-126. 0167-4730, 10.1016/0167-4730(88)90020-3.
    • (1988) Struct. Safety , vol.5 , Issue.2 , pp. 119-126
    • Bucher, C.G.1
  • 12
    • 77949915607 scopus 로고    scopus 로고
    • Finite element response sensitivity, probabilistic response and reliability analyses
    • M. Papadrakakis, D. C. Champis, Y. Tsompanakis, N. D. Lagaros, and Chap. 2, Vol. 2, eds., Structures & Infrastructures Series, Taylor & Francis, London.
    • Conte J.P. Barbato M. Gu Q. Finite element response sensitivity, probabilistic response and reliability analyses. Computational structural dynamics and earthquake engineering 2008, M. Papadrakakis, D. C. Champis, Y. Tsompanakis, N. D. Lagaros, and Chap. 2, Vol. 2, eds., Structures & Infrastructures Series, Taylor & Francis, London.
    • (2008) Computational structural dynamics and earthquake engineering
    • Conte, J.P.1    Barbato, M.2    Gu, Q.3
  • 13
    • 1842685802 scopus 로고    scopus 로고
    • Finite element response sensitivity analysis using force-based frame models
    • IJNMBH, 0029-5981, 10.1002/nme.994
    • Conte J.P. Barbato M. Spacone E. Finite element response sensitivity analysis using force-based frame models. Int. J. Numer. Methods Eng. 2004, 59(13):1781-1820. IJNMBH, 0029-5981, 10.1002/nme.994, and.
    • (2004) Int. J. Numer. Methods Eng. , vol.59 , Issue.13 , pp. 1781-1820
    • Conte, J.P.1    Barbato, M.2    Spacone, E.3
  • 14
    • 0347353594 scopus 로고    scopus 로고
    • Consistent finite-element response sensitivity analysis
    • JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(2003)129:12(1380)
    • Conte J.P. Vijalapura P.K. Meghella M. Consistent finite-element response sensitivity analysis. J. Eng. Mech. 2003, 129:1380-1393. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(2003)129:12(1380), and.
    • (2003) J. Eng. Mech. , vol.129 , pp. 1380-1393
    • Conte, J.P.1    Vijalapura, P.K.2    Meghella, M.3
  • 15
    • 0033906916 scopus 로고    scopus 로고
    • The geometry of random vibrations and solutions by FORM and SORM
    • PEMEEX, 0266-8920, 10.1016/S0266-8920(99)00011-9.
    • Der Kiureghian A. The geometry of random vibrations and solutions by FORM and SORM. Probab. Eng. Mech. 2000, 15(1):81-90. PEMEEX, 0266-8920, 10.1016/S0266-8920(99)00011-9.
    • (2000) Probab. Eng. Mech. , vol.15 , Issue.1 , pp. 81-90
    • Der Kiureghian, A.1
  • 16
    • 0026384249 scopus 로고
    • Efficient algorithms for second-order reliability analysis
    • JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1991)117:12(2904)
    • Der Kiureghian A. De Stefano M. Efficient algorithms for second-order reliability analysis. J. Eng. Mech. 1991, 117(12):2904-2923. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1991)117:12(2904), and.
    • (1991) J. Eng. Mech. , vol.117 , Issue.12 , pp. 2904-2923
    • Der Kiureghian, A.1    De Stefano, M.2
  • 17
    • 13844313894 scopus 로고
    • The stochastic finite element method in structural reliability
    • PEMEEX, 0266-8920, 10.1016/0266-8920(88)90019-7
    • Der Kiureghian A. Ke J.-B. The stochastic finite element method in structural reliability. Probab. Eng. Mech. 1988, 3(2):83-91. PEMEEX, 0266-8920, 10.1016/0266-8920(88)90019-7, and.
    • (1988) Probab. Eng. Mech. , vol.3 , Issue.2 , pp. 83-91
    • Der Kiureghian, A.1    Ke, J.-B.2
  • 18
    • 0023399739 scopus 로고
    • Second-order reliability approximations
    • EM8, JMCEA3, 0044-7951, 10.1061/(ASCE)0733-9399(1987)113:8(1208)
    • Der Kiureghian A. Lin H.-Z. Hwang S.-J. Second-order reliability approximations. J. Engrg. Mech. Div. 1987, 113(EM8):1208-1225. JMCEA3, 0044-7951, 10.1061/(ASCE)0733-9399(1987)113:8(1208), and.
    • (1987) J. Engrg. Mech. Div. , vol.113 , pp. 1208-1225
    • Der Kiureghian, A.1    Lin, H.-Z.2    Hwang, S.-J.3
  • 20
    • 0000355667 scopus 로고
    • Model-free design of aseismic structures
    • EM4, JMCEA3, 0044-7951.
    • Drenick R.F. Model-free design of aseismic structures. J. Engrg. Mech. Div. 1970, 96(EM4):483-493. JMCEA3, 0044-7951.
    • (1970) J. Engrg. Mech. Div. , vol.96 , pp. 483-493
    • Drenick, R.F.1
  • 21
    • 27644560531 scopus 로고    scopus 로고
    • FEDEASLab getting started guide and simulation examples
    • and Rep. No.NEESgrid-2004-22, NEESgrid SI, Davis, Calif., 〈〉 (Aug. 2010).
    • Filippou F.C. Constantinides M. FEDEASLab getting started guide and simulation examples. 2004, and Rep. No.NEESgrid-2004-22, NEESgrid SI, Davis, Calif., 〈〉 (Aug. 2010).
    • (2004)
    • Filippou, F.C.1    Constantinides, M.2
  • 22
    • 0036433588 scopus 로고    scopus 로고
    • SNOPT: An SQP algorithm for large-scale constrained optimization
    • SJOPE8, 1052-6234, 10.1137/S1052623499350013
    • Gill P.E. Murray W. Saunders M.A. SNOPT: An SQP algorithm for large-scale constrained optimization. SIAM J. Optim. 2002, 12:979-1006. SJOPE8, 1052-6234, 10.1137/S1052623499350013, and.
    • (2002) SIAM J. Optim. , vol.12 , pp. 979-1006
    • Gill, P.E.1    Murray, W.2    Saunders, M.A.3
  • 24
    • 65149096528 scopus 로고    scopus 로고
    • Finite element response sensitivity and reliability analysis of soil-foundation-structure-interaction (SFSI) systems
    • Ph.D. thesis, Univ. of California at San Diego, La Jolla, Calif.
    • Gu Q. Finite element response sensitivity and reliability analysis of soil-foundation-structure-interaction (SFSI) systems. 2008, Ph.D. thesis, Univ. of California at San Diego, La Jolla, Calif.
    • (2008)
    • Gu, Q.1
  • 25
    • 70549099723 scopus 로고    scopus 로고
    • Handling of constraints in finite element response sensitivity analysis
    • JENMDT, 0733-9399, 10.1061/(ASCE)EM.1943-7889.0000053
    • Gu Q. Barbato M. Conte J.P. Handling of constraints in finite element response sensitivity analysis. J. Eng. Mech. 2009a, 135(12):1427-1438. JENMDT, 0733-9399, 10.1061/(ASCE)EM.1943-7889.0000053, and.
    • (2009) J. Eng. Mech. , vol.135 , Issue.12 , pp. 1427-1438
    • Gu, Q.1    Barbato, M.2    Conte, J.P.3
  • 26
    • 65149086167 scopus 로고    scopus 로고
    • 2 plasticity model by direct differentiation method
    • CMMECC, 0045-7825, 10.1016/j.cma.2009.02.030
    • 2 plasticity model by direct differentiation method. Comput. Methods Appl. Mech. Eng. 2009b, 198(30-32):2272-2285. CMMECC, 0045-7825, 10.1016/j.cma.2009.02.030, and.
    • (2009) Comput. Methods Appl. Mech. Eng. , vol.198 , Issue.30-32 , pp. 2272-2285
    • Gu, Q.1    Conte, J.P.2    Elgamal, A.3    Yang, Z.4
  • 27
    • 0026239513 scopus 로고
    • Vector process out-crossing as parallel system sensitivity measure
    • JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1991)117:10(2201)
    • Hagen O. Tvedt L. Vector process out-crossing as parallel system sensitivity measure. J. Eng. Mech. 1991, 117(10):2201-2220. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1991)117:10(2201), and.
    • (1991) J. Eng. Mech. , vol.117 , Issue.10 , pp. 2201-2220
    • Hagen, O.1    Tvedt, L.2
  • 28
    • 77957930182 scopus 로고    scopus 로고
    • FERUM (finite element reliability using Matlab)
    • User's Guide, 〈〉 (Aug. 2010).
    • Haukaas T. FERUM (finite element reliability using Matlab). 2001, User's Guide, 〈〉 (Aug. 2010).
    • (2001)
    • Haukaas, T.1
  • 29
    • 26444535671 scopus 로고    scopus 로고
    • Finite element reliability and sensitivity methods for performance-based engineering
    • and Pacific Earthquake Engineering Research CenterRep. No. PEER 2003/14, Univ. of California, Berkeley, Calif.
    • Haukaas T. Der Kiureghian A. Finite element reliability and sensitivity methods for performance-based engineering. 2004, and Pacific Earthquake Engineering Research CenterRep. No. PEER 2003/14, Univ. of California, Berkeley, Calif.
    • (2004)
    • Haukaas, T.1    Der Kiureghian, A.2
  • 30
    • 0023011217 scopus 로고
    • Sensitivity and importance measures in structural reliability
    • CEESFT, 1028-6608, 10.1080/02630258608970445
    • Hohenbichler M. Rackwitz R. Sensitivity and importance measures in structural reliability. Civ. Eng. Syst. 1986, 3(4):203-209. CEESFT, 1028-6608, 10.1080/02630258608970445, and.
    • (1986) Civ. Eng. Syst. , vol.3 , Issue.4 , pp. 203-209
    • Hohenbichler, M.1    Rackwitz, R.2
  • 31
    • 0024144502 scopus 로고
    • Improvement of second-order reliability estimates by importance sampling
    • and .
    • Hohenbichler M. Rackwitz R. Improvement of second-order reliability estimates by importance sampling. J. Engrg. Mech. Div. 1988, 114(12):2195-2199. and.
    • (1988) J. Engrg. Mech. Div. , vol.114 , Issue.12 , pp. 2195-2199
    • Hohenbichler, M.1    Rackwitz, R.2
  • 33
    • 0036142473 scopus 로고    scopus 로고
    • Three-dimensional finite element analyses of reinforced concrete columns
    • CMSTCJ, 0045-7949, 10.1016/S0045-7949(01)00155-9
    • Kwon M. Spacone E. Three-dimensional finite element analyses of reinforced concrete columns. Comput. Struct. 2002, 80:199-212. CMSTCJ, 0045-7949, 10.1016/S0045-7949(01)00155-9, and.
    • (2002) Comput. Struct. , vol.80 , pp. 199-212
    • Kwon, M.1    Spacone, E.2
  • 34
    • 0026107548 scopus 로고
    • Optimization algorithms for structural reliability
    • 0167-4730, 10.1016/0167-4730(91)90041-7
    • Liu P.-L. Der Kiureghian A. Optimization algorithms for structural reliability. Struct. Safety 1991, 9(3):161-177. 0167-4730, 10.1016/0167-4730(91)90041-7, and.
    • (1991) Struct. Safety , vol.9 , Issue.3 , pp. 161-177
    • Liu, P.-L.1    Der Kiureghian, A.2
  • 36
    • 0009083456 scopus 로고    scopus 로고
    • Matlab-High performance numeric computation and visualization software
    • MathWorks, , Natick, Mass.
    • Matlab-High performance numeric computation and visualization software. User's guide 1997, MathWorks, Natick, Mass.
    • (1997) User's guide
  • 37
    • 33745032371 scopus 로고    scopus 로고
    • Pacific Earthquake Engineering Center, Univ. of California, Berkeley, Berkeley, Calif.
    • Mazzoni S. McKenna F. Scott M.H. Fenves G.L. OpenSees command language manual 2007, and Pacific Earthquake Engineering Center, Univ. of California, Berkeley, Berkeley, Calif., 〈http://opensees.berkeley.edu/OpenSees/manuals/usermanual/OpenSeesCommandLanguageManual.pdf〉 (Aug. 2010).
    • (2007) OpenSees command language manual
    • Mazzoni, S.1    McKenna, F.2    Scott, M.H.3    Fenves, G.L.4
  • 38
    • 0024699077 scopus 로고
    • Importance sampling in structural systems
    • 0167-4730, 10.1016/0167-4730(89)90003-9.
    • Melchers R.E. Importance sampling in structural systems. Struct. Safety 1989, 6(1):3-10. 0167-4730, 10.1016/0167-4730(89)90003-9.
    • (1989) Struct. Safety , vol.6 , Issue.1 , pp. 3-10
    • Melchers, R.E.1
  • 39
    • 0002552541 scopus 로고
    • Method for analysis of cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending
    • IABSE, Zurich, Switzerland.
    • Menegotto M. Pinto P.E. Method for analysis of cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending. Proc., IABSE Symp. on Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads 1973, and IABSE, Zurich, Switzerland.
    • (1973) Proc., IABSE Symp. on "Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads"
    • Menegotto, M.1    Pinto, P.E.2
  • 40
    • 0018467854 scopus 로고
    • Variability of mechanical properties of reinforcing bars
    • JSDEAG, 0044-8001
    • Mirza S.A. MacGregor J.G. Variability of mechanical properties of reinforcing bars. J. Struct. Div. 1979, 105(5):921-937. JSDEAG, 0044-8001, and.
    • (1979) J. Struct. Div. , vol.105 , Issue.5 , pp. 921-937
    • Mirza, S.A.1    MacGregor, J.G.2
  • 41
    • 0018477825 scopus 로고
    • Statistical descriptions of strength of concrete
    • JSDEAG, 0044-8001
    • Mirza S.A. MacGregor J.G. Hatzinikolas M. Statistical descriptions of strength of concrete. J. Struct. Div. 1979, 105(6):1021-1037. JSDEAG, 0044-8001, and.
    • (1979) J. Struct. Div. , vol.105 , Issue.6 , pp. 1021-1037
    • Mirza, S.A.1    MacGregor, J.G.2    Hatzinikolas, M.3
  • 42
    • 77957928794 scopus 로고    scopus 로고
    • Computational stochastic dynamics-Some lessons learned
    • M. Papadrakakis, D. C. Charmpis, D. Nikos, N. D. Lagaros, Y. Tsompanakis, and , eds., Taylor & Francis, London.
    • Schueller G.I. Computational stochastic dynamics-Some lessons learned. Computational structural dynamics and earthquake engineering 2008, 3-20. M. Papadrakakis, D. C. Charmpis, D. Nikos, N. D. Lagaros, Y. Tsompanakis, and eds., Taylor & Francis, London.
    • (2008) Computational structural dynamics and earthquake engineering , pp. 3-20
    • Schueller, G.I.1
  • 43
    • 4644289660 scopus 로고    scopus 로고
    • A critical appraisal of reliability estimation procedures for high dimensions
    • PEMEEX, 0266-8920, 10.1016/j.probengmech.2004.05.004
    • Schueller G.I. Pradlwarter H.J. Koutsourelakis P.S. A critical appraisal of reliability estimation procedures for high dimensions. Probab. Eng. Mech. 2004, 19(4):463-474. PEMEEX, 0266-8920, 10.1016/j.probengmech.2004.05.004, and.
    • (2004) Probab. Eng. Mech. , vol.19 , Issue.4 , pp. 463-474
    • Schueller, G.I.1    Pradlwarter, H.J.2    Koutsourelakis, P.S.3
  • 45
    • 38249006141 scopus 로고
    • Dynamic response sensitivity of inelastic structures
    • CMMECC, 0045-7825, 10.1016/0045-7825(93)90151-M
    • Zhang Y. Der Kiureghian A. Dynamic response sensitivity of inelastic structures. Comput. Methods Appl. Mech. Eng. 1993, 108(1-2):23-36. CMMECC, 0045-7825, 10.1016/0045-7825(93)90151-M, and.
    • (1993) Comput. Methods Appl. Mech. Eng. , vol.108 , Issue.1-2 , pp. 23-36
    • Zhang, Y.1    Der Kiureghian, A.2
  • 46
    • 27644499509 scopus 로고    scopus 로고
    • Finite element response sensitivity analysis of steel-concrete composite structures
    • and Rep. No.SSRP-04/02, Dept. of Structural Engineering, Univ. of California at San Diego, La Jolla, Calif.
    • Zona A. Barbato M. Conte J.P. Finite element response sensitivity analysis of steel-concrete composite structures. 2004, and Rep. No.SSRP-04/02, Dept. of Structural Engineering, Univ. of California at San Diego, La Jolla, Calif.
    • (2004)
    • Zona, A.1    Barbato, M.2    Conte, J.P.3
  • 47
    • 27644439095 scopus 로고    scopus 로고
    • Finite element response sensitivity analysis of steel-concrete composite beams with deformable shear connection
    • JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(2005)131:11(1126)
    • Zona A. Barbato M. Conte J.P. Finite element response sensitivity analysis of steel-concrete composite beams with deformable shear connection. J. Eng. Mech. 2005, 131(11):1126-1139. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(2005)131:11(1126), and.
    • (2005) J. Eng. Mech. , vol.131 , Issue.11 , pp. 1126-1139
    • Zona, A.1    Barbato, M.2    Conte, J.P.3
  • 48
    • 33744979282 scopus 로고    scopus 로고
    • Finite element response sensitivity analysis of continuous steel-concrete composite girders
    • 1229-9367
    • Zona A. Barbato M. Conte J.P. Finite element response sensitivity analysis of continuous steel-concrete composite girders. Steel Compos. Struct. 2006, 6(3):183-202. 1229-9367, and.
    • (2006) Steel Compos. Struct. , vol.6 , Issue.3 , pp. 183-202
    • Zona, A.1    Barbato, M.2    Conte, J.P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.