$\require{mediawiki-texvc}$

연합인증

연합인증 가입 기관의 연구자들은 소속기관의 인증정보(ID와 암호)를 이용해 다른 대학, 연구기관, 서비스 공급자의 다양한 온라인 자원과 연구 데이터를 이용할 수 있습니다.

이는 여행자가 자국에서 발행 받은 여권으로 세계 각국을 자유롭게 여행할 수 있는 것과 같습니다.

연합인증으로 이용이 가능한 서비스는 NTIS, DataON, Edison, Kafe, Webinar 등이 있습니다.

한번의 인증절차만으로 연합인증 가입 서비스에 추가 로그인 없이 이용이 가능합니다.

다만, 연합인증을 위해서는 최초 1회만 인증 절차가 필요합니다. (회원이 아닐 경우 회원 가입이 필요합니다.)

연합인증 절차는 다음과 같습니다.

최초이용시에는
ScienceON에 로그인 → 연합인증 서비스 접속 → 로그인 (본인 확인 또는 회원가입) → 서비스 이용

그 이후에는
ScienceON 로그인 → 연합인증 서비스 접속 → 서비스 이용

연합인증을 활용하시면 KISTI가 제공하는 다양한 서비스를 편리하게 이용하실 수 있습니다.

Analysis and design for stability in the U.S. - An overview

Steel & Composite structures : an international journal, v.5 no.2/3, 2005년, pp.103 - 126  

Lui, Eric M. (Department of Civil & Environmental Engineering, Syracuse University) ,  Ge, Ma (Department of Civil & Environmental Engineering, Syracuse University)

Abstract AI-Helper 아이콘AI-Helper

This paper describes the theoretical background and underlying principles behind the American Institute of Steel Construction Load and Resistance Factor Design (AISC LRFD) Specification for the analysis and stability design of steel frames. Various analysis procedures that can take into consideratio...

주제어

참고문헌 (55)

  1. Adams, P.F. (1974), The Design of Steel Beam-Columns. Canadian Steel Industries Construction Council, Willowdale, Ontario, Canada. 

  2. ASCE (1971), Plastic Design in Steel - A Guide and Commentary. Manual No. 41, ASCE, New York, NY. 

  3. ASCE (1997), Effective Length and Notional Load Approaches for Assessing Frame Stability: Implication for American Steel Design. Technical Committee on Load and Resistance Factor Design, Task Committee on Effective Length, ASCE, Reston, VA. 

  4. Attalla, M.R. (1995),"Inelastic torsional-flexural behavior and the three-dimensional analysis of steel frames", Ph.D. Thesis, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY. 

  5. Attalla, M.R., Deierlein, G.G. and McGuire, W. (1993),"Spread of plasticity: Quasi-plastic hinge approach", J. Struct. Eng., ASCE, 120(8), 2451-2473. 

  6. CEN (1992), ENV 1993-1-1 Eurocode 3, Design of Steel Structures, Part 1-1: General Rules and Rules for Buildings. European Committee for Standardization, Brussels. 

  7. Bjorhovde, R. (1972),"Deterministic and probabilistic approaches to the strength of steel columns", Ph.D. Thesis, Department of Civil Engineering, Lehigh University, Bethlehem, PA. 

  8. Bradford, M. A. (2005),"Pertinent issues on the strength design of steel structures to AS4100-1998", Steel and Composite Structures, 5(2-3), 87-101. 

  9. Chan, S.L. and Zhou, Z.H. (1994),"A pointwise equilibrium polynomial (PEP) element for nonlinear analysis of frames", J. Struct. Eng., ASCE, 120(6), 1703-1717. 

  10. Chen, W.F. and Atsuta, T. (1976), Theory of Beam-Columns; Vol. 1, In-Plane Behavior and Design. McGraw- Hill, New York, NY. 

  11. Chen, W.F. and Lui, E.M. (1987), Structural Stability - Theory and Implementation. Elsevier, NY. 

  12. Chen, W.F. and Lui, E.M. (1991), Stability Design of Steel Frames. CRC Press, Boca Raton, FL. 

  13. Chen, W.F. and Sohal, I. (1995), Plastic Design and Second-Order Analysis of Steel Frames. Springer-Verlag, New York, NY. 

  14. Chen, W.F. and White, D.W., Editors, (1993), Plastic Hinge Based Methods for Advanced Analysis and Design of Steel Frames, An Assessment of the State-of-the-Art. SSRC, Bethlehem, PA. 

  15. Chen, W.F. and Toma, S., Editors, (1994), Advanced Analysis of Steel Frames - Theory, Software, and Applications. CRC Press, Boca Raton, FL. 

  16. Chen, W.F., Goto, Y., and Liew, J.Y.R. (1996), Stability Design of Semi-Rigid Frames. John Wiley & Sons, New York, NY. 

  17. Chen, W.F. and Kim, S.-E. (1997), LRFD Steel Design Using Advanced Analysis. CRC Press, Boca Raton, FL. 

  18. Clarke, M.J. (1994),"Plastic zone analysis of frames", in Advanced Analysis of Steel Frames - Theory, Software, and Applications. Chen, W.F. and Toma, S., Editors, CRC Press, Boca Raton, FL, 259-319. 

  19. Code (2000), Code of Standard Practice for Steel Buildings and Bridges. AISC, Chicago, IL. 

  20. Duan, L. and Chen, W.F. (1989),"Design interaction equation for steel beam-columns", J. Struct. Eng., ASCE, 115(5), 1225-1243. 

  21. Gallagher, R.H. and Padlog, J. (1963),"Discrete element approach for structural instability analysis", AIAA J., 1(6), 1437-1439. 

  22. Hsieh, S.-H., Deierlein, G.G., McGuire, W. and Abel, J.F. (1989),"Technical manual for CU-STAND", Struct. Engrg. Report No. 89-13, School of Civil and Environmental Engrg., Cornell University, Ithaca, NY. 

  23. Kanchanalai, T. (1977),"The design and behavior of beam-columns in unbraced steel frames", AISA Project No. 189, Report No. 2, Civil Engineering/Structures Research Laboratory, University of Texas-Austin, Austin, TX. 

  24. Kim, S.-E. and Chen, W.F. (1996a),"Practical advanced analysis for braced steel frame design", J. Struct. Eng., ASCE, 122(11), 1266-1274. 

  25. Kim, S.-E. and Chen, W.F. (1996b),"Practical advanced analysis for unbraced steel frame design", J. Struct. Eng., ASCE, 122(11), 1259-1265. 

  26. King, W.S. and Chen, W.F. (1994),"Practical second-order inelastic analysis of semi-rigid frames", J. Struct. Eng., ASCE, 120(7), 2156-2175. 

  27. Li, Y.-H. and Lui, E.M. (1995),"A simplified plastic zone method for frame analysis", Microcomputers in Civil Engineering, 10, 51-62. 

  28. Liapunov, S. (1974),"Ultimate strength of multistory steel rigid frames", J. Struct. Div., ASCE, 100(8), 1643-1655. 

  29. Liew, J.Y.R. (1992),"Advanced analysis for frame design", Ph.D. Thesis, School of Civil Engineering, Purdue University, West Lafayette, IN. 

  30. Liew, J.Y.R., White, D.W. and Chen, W.F. (1991),"Beam-column design in steel frameworks - insights on current methods and trends", J. Constructional Steel Research, 18(4), 269-308. 

  31. Liew, J.Y.R., White, D.W. and Chen, W.F. (1993),"Second-order refined plastic hinge analysis for frame design: Parts 1 & 2", J. Struct. Eng., ASCE, 119(11), 3196-3237. 

  32. Liew, J.Y.R., White, D.W., and Chen, W.F. (1994),"Notional load plastic hinge method for frame design", J. Struct. Eng., ASCE, 120(5), 1434-1454. 

  33. LRFD (1999), Load and Resistance Factor Design Specification for Structural Steel Buildings, 3rd edition, AISC, Chicago, IL. 

  34. LRFD (2003), Draft Load and Resistance Factor Design Specification for Structural Steel Buildings, AISC, Chicago, IL. 

  35. Lui, E.M. (1988),"A practical P-delta analysis method for type FR and PR frames", Eng. J., AISC, 25(3), 3rd Quarter, 85-98. Discussion/Addendum/Closure, 27(1), 1st Quarter, 34-35, 38. 

  36. Lui, E.M. and Zhang, C.-Y. (1990),"Nonlinear frame analysis by the pseudo load method", Comput. Struct., 37(5), 707-716. 

  37. Lui, E.M. (1992),"Geometrical imperfections on inelastic frame behavior", J. Struct. Eng., ASCE, 118(5), 1408-1415. 

  38. Marsden, J. and Hughes, T. (1983), Mathematical Foundations of Elasticity, Prentice-Hall, NJ. 

  39. McGuire, W., Gallagher, R.H. and Ziemian, R.D. (2000), Matrix Structural Analysis, 2nd edition, John Wiley and Sons, NY. 

  40. Nethercot, D. A. and Gardner L. (2005),"The EC3 approach to the design of columns, beams and beamcolumns", Steel and Composite Structures, 5(2-3), 127-140. 

  41. Nixon, D., Beaulieu, D. and Adam, P.F. (1975),"Simplified second-order frame analysis", Canadian J. Civil Engineering, 2(4), 602-605. 

  42. Nukala, P. (1997),"Three-dimensional second-order inelastic analysis of steel frames", Doctoral Dissertation, School of Civil Engineering, Purdue University, W. Lafayette, IN. 

  43. Orbison, J.O., McGuire, W. and Abel, J.F. (1982),"Yield surface application in nonlinear steel frame analysis", Comput. Methods Appl. Mech. Eng., 33, 557-573. 

  44. Powell, G.H. and Chen, P.F.-S., (1986),"3D beam-column element with generalized plastic hinges", J. Struct. Eng., ASCE, 112(7), 627-641. 

  45. Rutenberg, A. (1981),"A direct P-delta analysis using standard plane frame computer programs", Comput. Struct., 14(1-2), 97-102. 

  46. Stafford Smith, B. and Gaiotti, R. (1988),"Iterative gravity load method for P-delta analysis", Structural Engineering Report No. 88-4, Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Quebec, Canada. 

  47. Sudhakar, A. (1972),"ULARC - Computer program for small displacement elasto plastic analysis of plane steel and reinforced concrete frames", Report No. CE/299-561, Department of Civil Engineering, University of California, Berkeley, CA. 

  48. Taucer, F., Spacone, E., and Fillipou, F. (1991),"A fiber beam-column element for seismic response analysis of reinforced concrete structures", Report No.UCB/EERC-91/17, University of California-Berkeley, CA. 

  49. Tide, R.H.R. (1985),"Reasonable column design equations." Proceedings, Annual Technical Session of Structural Stability Research Council. April 16-17, Cleveland, OH, 47-55. 

  50. Vogel, U. (1985),"Calibrating frames", Stahlbau, 54(10), 295-301. 

  51. White, D.W. (1993),"Plastic hinge methods for advanced analysis of steel frames", J. Constructional Steel Research, 24(2), 121-152. 

  52. Zhao, Y. (1993),"Modeling of inelastic cyclic behavior of members, connections and joint panels of steel frames", Ph.D. Thesis, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY. 

  53. Ziemian, R.D. (1990),"Advanced methods of inelastic analysis in the limit states design of steel structures", Ph.D. Thesis, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY. 

  54. Ziemian, R.D., McGuire, W. and Deierlein, G.G. (1992a),"Inelastic limit states design, Part I: Planar frame studies", J. Struct. Eng., ASCE, 118(9), 2532-2549. 

  55. Ziemian, R.D., McGuire, W. and Deierlein, G.G. (1992b),"Inelastic limit states design, Part II: Three-dimensional frame study," J. Struct. Eng., ASCE, 118(9), 2550-2568. 

관련 콘텐츠

섹션별 컨텐츠 바로가기

AI-Helper ※ AI-Helper는 오픈소스 모델을 사용합니다.

AI-Helper 아이콘
AI-Helper
안녕하세요, AI-Helper입니다. 좌측 "선택된 텍스트"에서 텍스트를 선택하여 요약, 번역, 용어설명을 실행하세요.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.

선택된 텍스트

맨위로