연구동향 분석
박사

Inelastic Lateral-torsional Buckling of High-strength Steel I-shaped Flexural Members : 고강도강 휨 부재의 비탄성 횡비틀림좌굴 거동

박창희 2015년

논문상세정보
인용/피인용
' Inelastic Lateral-torsional Buckling of High-strength Steel I-shaped Flexural Members : 고강도강 휨 부재의 비탄성 횡비틀림좌굴 거동' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • carbon equivalent value
  • haaijer’s stress-strain model
  • high strength steel
  • i-shaped member
  • in-plane rotation capacity
  • inelastic section stiffness
  • ltb strength
  • mild steel
  • piecewise linear stress-strain model
  • ramberg-osgood stress-strain model
  • rotation capacity
  • slenderness ratio
  • tensile-to-yield strain ratio
  • tmc process
  • traditional stress-strain model
  • unbraced length
  • yield plateau length
  • yield-to-tensile strength ratio
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
100 0

0.0%

' Inelastic Lateral-torsional Buckling of High-strength Steel I-shaped Flexural Members : 고강도강 휨 부재의 비탄성 횡비틀림좌굴 거동' 의 참고문헌

  • de Normalisation, C. E. (1992). Eurocode 3: Design of Steel Structures: Part 1-1:General Rules and Rules for Buildings. European Committee forStandardization.
  • Yoshida, H., and Imoto, Y. (1973). Inelastic Lateral Buckling of Restrained Beams.Journal of the Engineering Mechanics Division, 99(2), 343-366.
  • White, D. W., and Kim, Y. D. (2008). Unified Flexural Resistance Equations forStability Design of Steel I-Section Members: Moment Gradient Tests. Journalof Structural Engineering-ASCE, 134(9), 1471-1486.
  • White, D. W., and Jung, S. K. (2008). Unified Flexural Resistance Equations forStability Design of Steel I-Section Members: Uniform Bending Tests. Journalof Structural Engineering-ASCE, 134(9), 1450-1470.
  • White, D. W. (2008). Unified Flexural Resistance Equations for Stability Design ofSteel I-Section Members: Overview. Journal of Structural Engineering-ASCE,134(9), 1405-1424.
  • White, D. W. (1960). Inelastic Lateral Instability of Beams and Their BracingReferences441Requirements. Ph. D. Thesis, Lehigh University, Bethlehem, Pennsylvania.
  • Webster, S., and Bannister, A. (2000). Structural Integrity Assessment Procedure forEurope in the SINTAP Programme Overview. Engineering FractureMechanics, 67(6), 481-514.
  • Wakabayashi, M., and Nakamura, T. (1983). Buckling of Laterally Braced Beams.Engineering structures, 5(2), 108-118.
  • Trahair, N. S., and Kitipornchai, S. (1972). Buckling of Inelastic I-beams underUniform Moment. Journal of the Structural Division, 98(11), 2551-2566.
  • Trahair, N. S. (1996). Laterally Unsupported Beams. Engineering structures, 18(10),759-768.
  • Trahair, N. S. (1986). Design Strengths of Steel Beam Columns. Canadian Journal ofCivil Engineering, 13(6), 639-646.
  • Trahair, N. S. (1969a). Deformations of geometrically imperfect beams. Journal of theStructural Division, 95(7), 1475-1496.
  • Timoshenko, S. P., and Gere, J. M. (2012). Theory of Elastic Stability. DoverPublications.
  • Timoshenko, S. P., Woinowsky-Krieger, S., and Woinowsky, S. (1959). Theory ofPlates and Shells (Vol. 2). McGraw-hill, New York.
  • Suzuki, T., and Iwamoto, I. (2001). Lateral Buckling and Flexural TorsionalBehavior of Z-Section Beams. Journal of Structural and ConstructionEngineering(Japan), 540, 127-131.
  • Schilling, C. G. (1968). Design of Hybrid Steel Beams. Journal of the StructuralDivision, 94(6), 1397-1426.
  • References435Gogou, E. (2012). Use of High Strength Steel Grades for Economical Bridge Design.TU Delft.
  • Ramberg, W, and Osgood, R. (1943). Description of Stress-Strain Curves by ThreeReferences440Parameters. Technical Note 902, NACA, Washington, D.C.
  • Pi, Y. L., and Trahair, N. S. (1997). Lateral-Distortional Buckling of Hollow FlangeBeams. Journal of Structural Engineering-ASCE, 123(6), 695-702.
  • Park, J. S., Stallings, J. M., and Kang, Y. J. (2004). Lateral?Torsional Buckling ofPrismatic Beams with Continuous Top-Flange Bracing. Journal ofConstructional Steel Research, 60(2), 147-160.
  • O'hEachteirn, P., and Nethercot, D. A. (1988). Lateral Buckling Tests onMonosymmetric Plate Girders. Journal of Constructional Steel Research,11(4), 241-259.
  • Nozaka, K., Masuda, T., Suzuki, M., and Ito, M. (2005). Experimental Study onInelastic Rotation Capacity of Hybrid I-Girders with High Strength SteelHT690. Paper presented at the NASCC 2004.
  • Noordhoek, C., Verheul, A., Foeken, R. J., Bolt, H. M., and Wicks, P. J. (1996). StaticStrength of High Strength Steel Tubular Joints. ECSC agreement number7210-MC, 602.
  • Nishino, F., Tall, L., and Okumura, T. (1968). Residual Stress and Torsional BucklingStrength of H and Cruciform Columns. Jap. Soc. Civil Engrs. Trans, 160, 75-87.
  • Nethercot, D. A., and Trahair, N. S. (1983). Design of Laterally Unsupported Beams.Beams and Beam Columns: Stability and Strength, Applied Science Publishers,London, 71-94.
  • Nethercot, D. A., and Trahair, N. S. (1976). Inelastic Lateral Buckling of DeterminateBeams. Journal of the Structural Division-ASCE, 102(4), 701-717.
  • Nethercot, D. A. (1976). Buckling of Welded Hybrid Steel I-Beams. Journal of theReferences439Structural Division-ASCE, 102(3), 461-474.
  • Nethercot, D. A. (1972). Factors Affecting the Buckling Stability of Partially PlasticBeams. Paper presented at the ICE Proceedings, 53, 285-304Nethercot, D. A. (1974). Residual Stresses and their Influence upon the LateralBuckling of Rolled Steel Beams. The Structural Engineer, 52(3), 86-96.
  • Moen, L. A., Matteis, G. D., Hopperstad, O. S., Langseth, M., Landolfo, R., andMazzolani, F. M. (1999). Rotational Capacity of Aluminum Beams UnderMoment Gradient. II: Numerical Simulations. Journal of StructuralEngineering, 125(8), 921-929.
  • Moen, L. A., Hopperstad, O. S., and Langseth, M. (1999). Rotational Capacity ofAluminum Beams under Moment Gradient. I: Experiments. Journal ofStructural Engineering-ASCE, 125(8), 910-920.
  • McDermott, J. F. (1969). Plastic Bending of A514 Steel Beams. Journal ofStructural Division, 95(9), 1851-1871.
  • Mandal, P., and Calladine, C. R. (2002). Lateral-Torsional Buckling of Beams and theSouthwell Plot. International Journal of Mechanical Sciences, 44(12), 2557-2571.
  • Lim, L. C. (1970). The Strength and Behavior of Laterally Unsupported Columns.Fritz Engineering Laboratory Reports, Bethlehem, Pennsylvania.
  • Lee, G. C., and Galambos, T. V. (1962). The Post-Buckling Strength of Wide-FlangeBeams. Fritz Engineering Laboratory Reports, Bethlehem, Pennsylvania.
  • Lee, G. C. (1960). Proposal on Lateral Buckling and Lateral Bracing Experiments.Fritz Engineering Laboratory Reports, Bethlehem, Pennsylvania.
  • Lee, G. C. (1959). Literature Survey on Lateral Instability and Lateral BracingRequirements. Fritz Engineering Laboratory Reports, Bethlehem,References438Pennsylvania.
  • Lee, C. H., Han, K. H., Uang, C. M., Kim, D. K., Park, C. H., and Kim, J. H. (2012).Flexural Strength and Rotation Capacity of I-Shaped Beams Fabricated from800MPa Steel. Journal of Structural Engineering, 139(6), 1043-1058.
  • Lay, M. G., and Smith, P. D. (1965). Role of Strain Hardening in Plastic Design.Journal of the Structural Division, ASCE, 91(3), 25-44
  • Lay, M. G., and Gimsing, N. (1964). Further Studies of the Moment-Thrust-Curvature Relationship. DTIC Document.
  • Lay, M. G., and Galambos, T. V. (1965). Inelastic Steel Beams under UniformMoment. Journal of the Structural Division, ASCE, 91(6), 67-93.
  • Lay, M. G., and Galambos, T. V. (1964d). The Inelastic Behaviour of Beams underMoment Gradient. Lehigh University, Bethlehem, Pennsylvania.
  • Lay, M. G., and Galambos, T. V. (1964c). The Inelastic Behavior of Closely BracedSteel Beams under Uniform Moment. Lehigh University, Bethlehem,Pennsylvania.
  • Lay, M. G., and Galambos, T. V. (1964b). The Experimental Behavior of Beam andColumn Subassemblages. Fritz Engineering Laboratory Reports, Bethlehem,Pennsylvania.
  • Lay, M. G., and Galambos, T. V. (1964a). Bracing Requirements for Inelastic SteelBeams. Fritz Engineering Laboratory Reports, Bethlehem, Pennsylvania.
  • Lay, M. G., and Galambos, T. V. (1963). Lateral Bracing Force of Steel I-beams.Fritz Engineering Laboratory Reports, Bethlehem, Pennsylvania.
  • Lay, M. G., Aglietti, R. A., and Galambos, T. V. (1963). Testing Tehchniques forRestrained Beam-Columns, Fritz Engineering Laboratory Reports, Bethlehem,References437Pennsylvania.
  • Lay, M. G. (1965). Yielding of Uniformly Loaded Steel Members. Journal of theStructural Division-ASCE, 91(6), 49.
  • Lay, M. G. (1964c). The Static Load-Deformation Behavior of Planar Steel Structure.Lehigh University, Bethlehem, Pennsylvania.
  • Lay, M. G. (1964b). Some Studies of Flange Local Buckling in Wide-Flange Shapes.Lehigh University, Bethlehem, Pennsylvania.
  • Lay, M. G. (1964a). The Mechanics of Column Deflection Curves. Lehigh University,Bethlehem, Pennsylvania.
  • Lay, M. G. (1963). The Experimental Bases for Plastic Design-A Survey of theLiterature. Fritz Engineering Laboratory Reports, Bethlehem, Pennsylvania.
  • Lay, M. G. (1962). A Brief Survey of U.S. Structural Steel Types. Fritz EngineeringLaboratory Reports, Bethlehem, Pennsylvania.
  • Kitipornchai, S., and Trahair, N. S. (1975c). Inelastic Buckling of Simply SupportedSteel I-Beams. Journal of the Structural Division-ASCE, 101(7), 1333-1347.
  • Kitipornchai, S., and Trahair, N. S. (1975b). Elastic Behavior of TaperedMonosymmetric I-Beams. Journal of the Structural Division-ASCE, 101(8),1661-1678.
  • Kitipornchai, S., and Trahair, N. S. (1975a). Buckling of Inelastic I-Beams underMoment Gradient. Journal of the Structural Division-ASCE, 101(5), 991-1004.
  • Kitipornchai, S., Wang, C. M., and Trahair, N. S. (1986). Buckling of MonosymmetricI-Beams under Moment Gradient. Journal of Structural Engineering-ASCE,112(4), 781-799.
  • Kim, J. R., and Rasmussen. (2003). Full-Range Stress?Strain Curves for StainlessSteel Alloys. Journal of Constructional Steel Research, 59(1), 47-61.
  • Kemp, A. R. (1996). Inelastic Local and Lateral Buckling in Design Codes. Journalof Structural Engineering-ASCE, 122(4), 374-382.
  • Kemp, A. R. (1985). Interaction of Plastic Local and Lateral Buckling. Journal ofStructural Engineering-ASCE, 111(10), 2181-2196.
  • Ito, M., Nozaka, K., Shirosaki, T., and Yamasaki, K. (2005). Experimental Study onMoment?Plastic Rotation Capacity of Hybrid Beams. Journal of BridgeEngineering, 10(4), 490-496.
  • Hrennikoff, A. P. (1965). Importance of Strain Hardening in Plastic Design. Journalof the Structural Division-ASCE, 91(4), 23-34.
  • Hibbitt, Karlsson, and Sorensen. (2001). ABAQUS/Standard user's manual (Vol. 1).Hibbitt, Karlsson & Sorensen.
  • Hechtman, R. A., Hattrup, J. S., Styer, E. F., and Tiedemann, J. L. (1957). LateralBuckling of Rolled Steel Beams. Transactions of the American Society of CivilEngineers, 122(1), 823-843.
  • Haaijer, G. (1959). Plate Buckling in the Strain-Hardening Range, Transactions of theAmerican Society of Civil Engineers, 124, 117-148.
  • HSU, T. R. (1966). Application of Dislocation Theory to the Yield Drop in Mild Steel.Micromechanics of Solids Laboratory Report 66-4.
  • Green, P. S. (2000). The Inelastic Behavior of Flexural Members Fabricated fromHigh Performance Steel. Lehigh University.
  • Gedies, R. W. (1983). Beam Buckling Tests with Various Brace Stiffnesses.University of Texas, Austin.
  • Galambos, T. V., and Ravindra, M. K. (1974). Load and Resistance Factor DesignCriteria for Steel Beams. Department of Civil and Environmental Engineering,Washington University.
  • Galambos, T. V., and Lay, M. G. (1964). Plastic Design in High Strength Steel: TheDuctility of Steel Structures. Fritz Engineering Laboratory Reports, LehighUniversity, Bethlehem, Pennsylvania.
  • Galambos, T. V., and Lay, M. G. (1962). End Moment-End Rotation Characteristicsfor Beam-columns. Fritz Engineering Laboratory Reports, Lehigh University,Bethlehem, Pennsylvania.
  • Galambos, T. V., and Fukumoto, Y. (1963). Inelastic Lateral-Torsional Buckling ofBeam-Columns. Fritz Engineering Laboratory Reports, Lehigh University,Bethlehem, Pennsylvania.
  • Galambos, T. V., Hajjar, J. F., Earls, C. J., and Gross, J. L. (1997). RequiredProperties of High-Performance Steels. National Institute of Standards andTechnology, Building and Fire Research Laboratory.
  • Galambos, T. V., Adams, P. F., and Fukumoto, Y. (1965). Further Studies on theLateral-Torsional Buckling of Steel Beam-Columns. Fritz EngineeringLaboratory Reports, Lehigh University, Bethlehem, Pennsylvania.
  • Galambos, T. V. (1998). Guide to Stability Design Criteria for Metal Structures. JohnWiley & Sons.
  • Galambos, T. V. (1963). Inelastic Lateral Buckling of Beams. Journal of theStructural Division, 89(5).
  • Galambos, T. V. (1960). Report on the Beam-Column Experiments. Fritz EngineeringLaboratory Reports, Lehigh University, Bethlehem, Pennsylvania.
  • Fukumoto, Y., and Kubo, M. (1977c). A Survey of Tests on Lateral Buckling Strengthof Beams. Paper presented at the Preliminary Report, 2nd Int. Colloquium onStability of Steel Structures (4th Edn), ECCS-IABSE, Liege.
  • Fukumoto, Y., and Kubo, M. (1977b). A Supplement to a Survey of Tests on LateralBuckling Strength of Beams. Paper presented at the Final Report, 2nd Int.Colloquium on Stability of Steel Structures (4th Edn), ECCS-IABSE, Liege.
  • Fukumoto, Y., and Kubo, M. (1977a). An Experimental Review of Lateral Buckling ofBeams and Girders. Paper presented at the Stability of Structures Under Staticand Dynamic Loads, SSRC-ASCE, Bethlemhem, Pennsylvania.
  • Fukumoto, Y., and Itoh, Y. (1981b). Statistical Study of Experiments on WeldedBeams. Journal of the Structural Division-ASCE, 107(1), 89-103.
  • Fukumoto, Y., and Itoh, Y. (1981a). Numerical Data Bank for the System Evaluatingthe Ultimate Strength of Steel Structural Members. JSCE J, 312, 59-72.
  • Fukumoto, Y., Itoh, Y., and Kubo, M. (1980). Strength Variation of LaterallyUnsupported Beams. Journal of the Structural Division-ASCE, 106(1), 165-181.
  • Fukumoto, Y., Itoh, Y., and Hattori, R. (1982). Lateral Buckling Tests on WeldedContinuous Beams. Journal of the Structural Division-ASCE, 108(10), 2245-2262.
  • Earls, C. J. (2001d). Single Angle Geometric Axis Flexure II. DesignRecommendations. Journal of Constructional Steel Research, 57(6), 623-646.
  • Earls, C. J. (2001c). Single Angle Geometric Axis Flexure I. Background and ModelReferences433Verification. Journal of Constructional Steel Research, 57(6), 603-622.
  • Earls, C. J. (2001b). Single Angle Geometric Axis Flexural Compactness Criteria:Horizontal Leg Tension. Journal of Structural Engineering-ASCE, 127(6),616-624.
  • Earls, C. J. (2001a). Geometric Axis Compactness Criteria for Equal Leg Angles:Horizontal Leg Compression. Journal of Constructional Steel Research, 57(4),351-373.
  • Earls, C. J. (2000). Geometric Factors Influencing Structural Ductility in Compact IShapedBeams. Journal of Structural Engineering-ASCE, 126(7), 780-789.
  • Earls, C. J. (1999). On the Inelastic Failure of High Strength Steel I-Shaped Beams.Journal of Constructional Steel Research, 49(1), 1-24.
  • Dux, P. F., and Kitipornchai, S. (1983). Inelastic Beam Buckling Experiments. Journalof Constructional Steel Research, 3(1), 3-9.
  • Dumont, C., and Hill, H. N. (1940). The Lateral Stability of Equal-Flanged Alu-AlloyI-Beams in Pure Bending. NACA Tech Note 770, 22 (4).
  • Dumont, C., and Hill, H. N. (1937). The Lateral Instability of Deep RectangularBeams. National Advisory Committee for Aeronautics.
  • Driscoll, G. C. (1965). Plastic Design of Multi-Story Frames. Fritz EngineeringLaboratory Reports, Lehigh University, Bethlehem, Pennsylvania.
  • Dibley, J. E. (1969). Lateral Torsional Buckling of I-Sections in Grade 55 Steel.Paper presented at the ICE Proceedings, 43(4), 599-627
  • Dexter, R. J., and Melendrez, M. I. (2000). Through-Thickness Properties of ColumnFlanges in Welded Moment Connections. Journal of Structural Engineering-ASCE, 126(1), 24-31.
  • Chen, W. F., and Lui, E. M. (1991). Stability Design of Steel Frames. CRC press.
  • Chen, W. F., and Lui, E. M. (1987). Structural Stability: Theory and Implementation.Elsevier, New York.
  • Brockenbrough, R. L. (1995). Effect of Yield-Tensile Ratio on Structural Behavior-High-Performance Steels for Bridge Construction. Final Rep. to NavalSurface Warfare Center and Federal Highway Administration.
  • Bradford, M. A., and Trahair, N. S. (1985). Inelastic Buckling of Beam-Columns withUnequal End Moments. Journal of Constructional Steel Research, 5(3), 195-212.
  • Bradford, M. A., Cuk, P. E., Gizejowski, M. A., and Trahair, N. S. (1987). InelasticLateral Buckling of Beam-Columns. Journal of Structural Engineering-ASCE,113(11), 2259-2277.
  • Bradford, M. A. (1992). Lateral-Distortional Buckling of Steel I-Section Members.Journal of Constructional Steel Research, 23(1), 97-116.
  • Booker, J. R., and Kitipornchai, S. (1971). Torsion of Multilayered RectangularSection. Journal of the Engineering Mechanics Division, 97(5), 1451-1468.
  • Bjorhovde, R. (2014). Current Developments for International Steel Design Codes.Paper presented at the Pacific Steel Structure Conference 2013, Singapore.
  • Bansal, J. P. (1971). The Lateral Instability of Continuous Beams AISI Project, 157,University of Texas, Austin.
  • Bannister, A. C., and Trail, S. J. (1996). Structural Integrity Assessment ProceduresReferences431for European Industry. British steel/Corus group.
  • Bannister, A. C., Ocejo, J. R., and Gutierrez-Solana, F. (2000). Implications of theYield Stress/Tensile Stress Ratio to the Sintap Failure Assessment Diagramsfor Homogeneous Materials. Engineering Fracture Mechanics, 67(6), 547-562.
  • Bannister, A. C. (1998b). Contribution to Sub-Task 2.3: Assessment of theOccurrence and Significance of Yield Plateaus in Structural Steels. Report No.SINTAP/BS/19.
  • Bannister, A. C. (1998a). Assessment of the Occurrence and Significance of YieldPlateaus in Structural Steels. British steel/Corus group.
  • Aglietti, R. A., Galambos, T. V., and Lay, M. G. (1964). Tests on A-F6 and A441Steel Beam-columns. Fritz Engineering Laboratory Reports, Lehigh University,Bethlehem, Pennsylvania.
  • Adams, P. F., Lay, M. G., and Galambos, T. V. (1964). Experiments on High StrengthSteel Members. Fritz Engineering Laboratory Reports, Lehigh University,Bethlehem, Pennsylvania.
  • AISC. (2010). Specification for Structural Steel Buildings. American Institute of SteelConstruction, Chicago, Illinois.
  • AISC. (2002). Seismic Provisions for Structural Steel Buildings. American Institute ofSteel Construction, Chicago, Illinois.
  • AISC. (1989). Specification for Structural Steel Building-Allowble Stress Design andPlastic Design. American Institute of Steel Construction, Chicago, Illinois.