-
1
-
-
20844441546
-
-
Canadian Steel Industries Construction Council, Willowdale, Ontario, Canada
-
Adams, P.F. (1974), The Design of Steel Beam-Columns. Canadian Steel Industries Construction Council, Willowdale, Ontario, Canada.
-
(1974)
The Design of Steel Beam-columns
-
-
Adams, P.F.1
-
4
-
-
0005417746
-
-
Ph.D. Thesis, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY
-
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.
-
(1995)
Inelastic Torsional-flexural Behavior and the Three-dimensional Analysis of Steel Frames
-
-
Attalla, M.R.1
-
5
-
-
0028481670
-
Spread of plasticity: Quasi-plastic hinge approach
-
ASCE
-
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.
-
(1993)
J. Struct. Eng.
, vol.120
, Issue.8
, pp. 2451-2473
-
-
Attalla, M.R.1
Deierlein, G.G.2
McGuire, W.3
-
7
-
-
0003928879
-
-
Ph.D. Thesis, Department of Civil Engineering, Lehigh University, Bethlehem, PA
-
Bjorhovde, R. (1972), "Deterministic and probabilistic approaches to the strength of steel columns", Ph.D. Thesis, Department of Civil Engineering, Lehigh University, Bethlehem, PA.
-
(1972)
Deterministic and Probabilistic Approaches to the Strength of Steel Columns
-
-
Bjorhovde, R.1
-
8
-
-
20844440492
-
Pertinent issues on the strength design of steel structures to AS4100-1998
-
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.
-
(2005)
Steel and Composite Structures
, vol.5
, Issue.2-3
, pp. 87-101
-
-
Bradford, M.A.1
-
9
-
-
0028449964
-
A pointwise equilibrium polynomial (PEP) element for nonlinear analysis of frames
-
ASCE
-
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.
-
(1994)
J. Struct. Eng.
, vol.120
, Issue.6
, pp. 1703-1717
-
-
Chan, S.L.1
Zhou, Z.H.2
-
10
-
-
0003610250
-
-
McGraw-Hill, New York, NY
-
Chen, W.F. and Atsuta, T. (1976), Theory of Beam-Columns; Vol. 1, In-Plane Behavior and Design. McGraw-Hill, New York, NY.
-
(1976)
Theory of Beam-columns; Vol. 1, in-plane Behavior and Design
, vol.1
-
-
Chen, W.F.1
Atsuta, T.2
-
14
-
-
0040984429
-
-
SSRC, Bethlehem, PA
-
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.
-
(1993)
Plastic Hinge Based Methods for Advanced Analysis and Design of Steel Frames, an Assessment of the State-of-the-art
-
-
Chen, W.F.1
White, D.W.2
-
15
-
-
85132515408
-
-
CRC Press, Boca Raton, FL
-
Chen, W.F. and Toma, S., Editors, (1994), Advanced Analysis of Steel Frames - Theory, Software, and Applications. CRC Press, Boca Raton, FL.
-
(1994)
Advanced Analysis of Steel Frames - Theory, Software, and Applications
-
-
Chen, W.F.1
Toma, S.2
-
16
-
-
0003660972
-
-
John Wiley & Sons, New York, NY
-
Chen, W.F., Goto, Y., and Liew, J.Y.R. (1996), Stability Design of Semi-Rigid Frames. John Wiley & Sons, New York, NY.
-
(1996)
Stability Design of Semi-rigid Frames
-
-
Chen, W.F.1
Goto, Y.2
Liew, J.Y.R.3
-
18
-
-
85132511150
-
Plastic zone analysis of frames
-
Chen, W.F. and Toma, S., Editors, CRC Press, Boca Raton, FL
-
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.
-
(1994)
Advanced Analysis of Steel Frames - Theory, Software, and Applications
, pp. 259-319
-
-
Clarke, M.J.1
-
20
-
-
0024668223
-
Design interaction equation for steel beam-columns
-
ASCE
-
Duan, L. and Chen, W.F. (1989), "Design interaction equation for steel beam-columns", J. Struct. Eng., ASCE, 115(5), 1225-1243.
-
(1989)
J. Struct. Eng.
, vol.115
, Issue.5
, pp. 1225-1243
-
-
Duan, L.1
Chen, W.F.2
-
21
-
-
85003413383
-
Discrete element approach for structural instability analysis
-
Gallagher, R.H. and Padlog, J. (1963), "Discrete element approach for structural instability analysis", AIAA J., 1(6), 1437-1439.
-
(1963)
AIAA J.
, vol.1
, Issue.6
, pp. 1437-1439
-
-
Gallagher, R.H.1
Padlog, J.2
-
22
-
-
0039049747
-
Technical manual for CU-STAND
-
School of Civil and Environmental Engrg., Cornell University, Ithaca, NY
-
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.
-
(1989)
Struct. Engrg. Report No. 89-13
, vol.89
, Issue.13
-
-
Hsieh, S.-H.1
Deierlein, G.G.2
McGuire, W.3
Abel, J.F.4
-
23
-
-
0003413497
-
-
AISA Project No. 189, Report No. 2, Civil Engineering/Structures Research Laboratory, University of Texas-Austin, Austin, TX
-
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.
-
(1977)
The Design and Behavior of Beam-columns in Unbraced Steel Frames
-
-
Kanchanalai, T.1
-
24
-
-
0030285867
-
Practical advanced analysis for braced steel frame design
-
ASCE
-
Kim, S.-E. and Chen, W.F. (1996a), "Practical advanced analysis for braced steel frame design", J. Struct. Eng., ASCE, 122(11), 1266-1274.
-
(1996)
J. Struct. Eng.
, vol.122
, Issue.11
, pp. 1266-1274
-
-
Kim, S.-E.1
Chen, W.F.2
-
25
-
-
0030285850
-
Practical advanced analysis for unbraced steel frame design
-
ASCE
-
Kim, S.-E. and Chen, W.F. (1996b), "Practical advanced analysis for unbraced steel frame design", J. Struct. Eng., ASCE, 122(11), 1259-1265.
-
(1996)
J. Struct. Eng.
, vol.122
, Issue.11
, pp. 1259-1265
-
-
Kim, S.-E.1
Chen, W.F.2
-
26
-
-
0028466099
-
Practical second-order inelastic analysis of semi-rigid frames
-
ASCE
-
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.
-
(1994)
J. Struct. Eng.
, vol.120
, Issue.7
, pp. 2156-2175
-
-
King, W.S.1
Chen, W.F.2
-
27
-
-
0029230618
-
A simplified plastic zone method for frame analysis
-
Li, Y.-H. and Lui, E.M. (1995), "A simplified plastic zone method for frame analysis", Microcomputers in Civil Engineering, 10, 51-62.
-
(1995)
Microcomputers in Civil Engineering
, vol.10
, pp. 51-62
-
-
Li, Y.-H.1
Lui, E.M.2
-
28
-
-
0016091714
-
Ultimate strength of multistory steel rigid frames
-
ASCE
-
Liapunov, S. (1974), "Ultimate strength of multistory steel rigid frames", J. Struct. Div., ASCE, 100(8), 1643-1655.
-
(1974)
J. Struct. Div.
, vol.100
, Issue.8
, pp. 1643-1655
-
-
Liapunov, S.1
-
29
-
-
0003855035
-
-
Ph.D. Thesis, School of Civil Engineering, Purdue University, West Lafayette, IN
-
Liew, J.Y.R. (1992), "Advanced analysis for frame design", Ph.D. Thesis, School of Civil Engineering, Purdue University, West Lafayette, IN.
-
(1992)
Advanced Analysis for Frame Design
-
-
Liew, J.Y.R.1
-
30
-
-
0026371608
-
Beam-column design in steel frameworks - Insights on current methods and trends
-
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.
-
(1991)
J. Constructional Steel Research
, vol.18
, Issue.4
, pp. 269-308
-
-
Liew, J.Y.R.1
White, D.W.2
Chen, W.F.3
-
31
-
-
0027701337
-
Second-order refined plastic hinge analysis for frame design: Parts 1 & 2
-
ASCE
-
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.
-
(1993)
J. Struct. Eng.
, vol.119
, Issue.11
, pp. 3196-3237
-
-
Liew, J.Y.R.1
White, D.W.2
Chen, W.F.3
-
32
-
-
0028427236
-
Notional load plastic hinge method for frame design
-
ASCE
-
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.
-
(1994)
J. Struct. Eng.
, vol.120
, Issue.5
, pp. 1434-1454
-
-
Liew, J.Y.R.1
White, D.W.2
Chen, W.F.3
-
35
-
-
0024144999
-
A practical P-delta analysis method for type FR and PR frames
-
AISC, 3rd Quarter
-
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.
-
(1988)
Eng. J.
, vol.25
, Issue.3
, pp. 85-98
-
-
Lui, E.M.1
-
36
-
-
20844445900
-
-
1st Quarter
-
Discussion/Addendum/Closure, 27(1), 1st Quarter, 34-35, 38.
-
Discussion/Addendum/Closure
, vol.27
, Issue.1
, pp. 34-35
-
-
-
37
-
-
0025671239
-
Nonlinear frame analysis by the pseudo load method
-
Lui, E.M. and Zhang, C.-Y. (1990), "Nonlinear frame analysis by the pseudo load method", Comput. Struct., 37(5), 707-716.
-
(1990)
Comput. Struct.
, vol.37
, Issue.5
, pp. 707-716
-
-
Lui, E.M.1
Zhang, C.-Y.2
-
38
-
-
20844437519
-
Geometrical imperfections on inelastic frame behavior
-
ASCE
-
Lui, E.M. (1992), "Geometrical imperfections on inelastic frame behavior", J. Struct. Eng., ASCE, 118(5), 1408-1415.
-
(1992)
J. Struct. Eng.
, vol.118
, Issue.5
, pp. 1408-1415
-
-
Lui, E.M.1
-
40
-
-
0003438153
-
-
John Wiley and Sons, NY
-
McGuire, W., Gallagher, R.H. and Ziemian, R.D. (2000), Matrix Structural Analysis, 2nd edition, John Wiley and Sons, NY.
-
(2000)
Matrix Structural Analysis, 2nd Edition
-
-
McGuire, W.1
Gallagher, R.H.2
Ziemian, R.D.3
-
41
-
-
20844433846
-
The EC3 approach to the design of columns, beams and beam-columns
-
Nethercot, D. A. and Gardner L. (2005), "The EC3 approach to the design of columns, beams and beam-columns", Steel and Composite Structures, 5(2-3), 127-140.
-
(2005)
Steel and Composite Structures
, vol.5
, Issue.2-3
, pp. 127-140
-
-
Nethercot, D.A.1
Gardner, L.2
-
42
-
-
0016653431
-
Simplified second-order frame analysis
-
Nixon, D., Beaulieu, D. and Adam, P.F. (1975), "Simplified second-order frame analysis", Canadian J. Civil Engineering, 2(4), 602-605.
-
(1975)
Canadian J. Civil Engineering
, vol.2
, Issue.4
, pp. 602-605
-
-
Nixon, D.1
Beaulieu, D.2
Adam, P.F.3
-
43
-
-
0040287507
-
-
Doctoral Dissertation, School of Civil Engineering, Purdue University, W. Lafayette, IN
-
Nukala, P. (1997), "Three-dimensional second-order inelastic analysis of steel frames", Doctoral Dissertation, School of Civil Engineering, Purdue University, W. Lafayette, IN.
-
(1997)
Three-dimensional Second-order Inelastic Analysis of Steel Frames
-
-
Nukala, P.1
-
44
-
-
0019607229
-
Yield surface application in nonlinear steel frame analysis
-
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.
-
(1982)
Comput. Methods Appl. Mech. Eng.
, vol.33
, pp. 557-573
-
-
Orbison, J.O.1
McGuire, W.2
Abel, J.F.3
-
45
-
-
0022757555
-
3D beam-column element with generalized plastic hinges
-
ASCE
-
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.
-
(1986)
J. Struct. Eng.
, vol.112
, Issue.7
, pp. 627-641
-
-
Powell, G.H.1
Chen, P.F.-S.2
-
46
-
-
7644227328
-
A direct P-delta analysis using standard plane frame computer programs
-
Rutenberg, A. (1981), "A direct P-delta analysis using standard plane frame computer programs", Comput. Struct., 14(1-2), 97-102.
-
(1981)
Comput. Struct.
, vol.14
, Issue.1-2
, pp. 97-102
-
-
Rutenberg, A.1
-
47
-
-
20844436242
-
Iterative gravity load method for P-delta analysis
-
Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Quebec, Canada
-
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.
-
(1988)
Structural Engineering Report No. 88-4
, vol.88
, Issue.4
-
-
Stafford Smith, B.1
Gaiotti, R.2
-
48
-
-
20844445027
-
-
Report No. CE/299-561, Department of Civil Engineering, University of California, Berkeley, CA
-
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.
-
(1972)
ULARC - Computer Program for Small Displacement Elasto Plastic Analysis of Plane Steel and Reinforced Concrete Frames
-
-
Sudhakar, A.1
-
49
-
-
0004312729
-
-
Report No.UCB/EERC-91/17, University of California-Berkeley, CA
-
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.
-
(1991)
A Fiber Beam-column Element for Seismic Response Analysis of Reinforced Concrete Structures
-
-
Taucer, F.1
Spacone, E.2
Fillipou, F.3
-
50
-
-
0041487316
-
Reasonable column design equations
-
April 16-17, Cleveland, OH
-
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.
-
(1985)
Proceedings, Annual Technical Session of Structural Stability Research Council
, pp. 47-55
-
-
Tide, R.H.R.1
-
51
-
-
0022134280
-
Calibrating frames
-
Vogel, U. (1985), "Calibrating frames", Stahlbau, 54(10), 295-301.
-
(1985)
Stahlbau
, vol.54
, Issue.10
, pp. 295-301
-
-
Vogel, U.1
-
52
-
-
0027261808
-
Plastic hinge methods for advanced analysis of steel frames
-
White, D.W. (1993), "Plastic hinge methods for advanced analysis of steel frames", J. Constructional Steel Research, 24(2), 121-152.
-
(1993)
J. Constructional Steel Research
, vol.24
, Issue.2
, pp. 121-152
-
-
White, D.W.1
-
53
-
-
0003397415
-
-
Ph.D. Thesis, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY
-
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.
-
(1993)
Modeling of Inelastic Cyclic Behavior of Members, Connections and Joint Panels of Steel Frames
-
-
Zhao, Y.1
-
54
-
-
0004004782
-
-
Ph.D. Thesis, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY
-
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.
-
(1990)
Advanced Methods of Inelastic Analysis in the Limit States Design of Steel Structures
-
-
Ziemian, R.D.1
-
55
-
-
0026914438
-
Inelastic limit states design, Part I: Planar frame studies
-
ASCE
-
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.
-
(1992)
J. Struct. Eng.
, vol.118
, Issue.9
, pp. 2532-2549
-
-
Ziemian, R.D.1
McGuire, W.2
Deierlein, G.G.3
-
56
-
-
0026913042
-
Inelastic limit states design, part II: Three-dimensional frame study
-
ASCE
-
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.
-
(1992)
J. Struct. Eng.
, vol.118
, Issue.9
, pp. 2550-2568
-
-
Ziemian, R.D.1
McGuire, W.2
Deierlein, G.G.3
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