Structural Analysis

Structural Analysis

Volumn , Issue , 2009, Pages

  Williams, Alan ^a  

^a NONE

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EID: 85013879411     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1016/B978-1-85617-550-0.X0001-2     Document Type: Book

References (138)

1. Matheson J.A.L. Degree of redundancy of plane frameworks. Civil Eng. and Pub. Works. Rev. June 1957, 52:655-656.
2. Henderson J.C., De C., Bickley W.G. Statical indeterminacy of a structure. Aircraft Engineering December 1955, 27:400-402.
3. Rockey K.C., Preece B.W. The degree of redundancy of structures. Civil Eng. and Pub. Works. Rev. December 1961, 56:1593-1596.
4. Di Maggio F.C. Statical indeterminacy and stability of structures. Proc. Am. Soc. Civil Eng. June 1963, 89(ST3):63-75.
5. Rangasami K.S., Mallick S.K. Degrees of freedom of plane and space frames. The Structural Engineer March 1966, 44:109-111. and September 1966. pp. 310-312.
6. Di Maggio I.F. Principle of virtual work in structural analysis. Proc. Am. Soc. Civil Eng. Nov. 1960, 86(ST 11):65-78.
7. Ghose S. The volume integration method of structural analysis. The Structural Engineer March 1964, 42:95-100.
8. Lee S.L. The conjugate frame method and its application in the elastic and plastic theory of structures. Journal Franklin Institute September 1958, 266:207-222.
9. A matrix method for analyzing beam grillages. Developments in theoretical and applied mechanics 1963, Vol. 1:488-503. Plenum Press, New York.
10. Lee S.L., Patel P.C. The bar-chain method of analysing truss deformations. Proc. Am. Soc. Civil Eng. May 1960, 86(ST3):69-83.
11. Larnach W.J. Influence lines for statically indeterminate plane structures 1964, Macmillan & Co. Ltd, London.
12. Portland Cement Association. Influence lines drawn as deflection curves. Chicago. 1948.
13. Thadani B.N. Distribution of deformation method for the construction of influence lines. Civ. Eng. and Pub. Works. Rev. June 1956, 51:645-649.
14. Portland Cement Association. Handbook of frame constants. Chicago. 1948.
15. Jenkins W.M. Influence line computations for structures with members of varying flexural rigidity using the electronic digital computer. Struct. Engineer Sept. 1961, 39:269-276.
16. Wang C.K. Matrix analysis of statically indeterminate trusses. Proc. Am. Soc. Civil Eng. April 1959, 85(ST4):23-36.
17. Lightfoot, E. Moment distribution. London, E. and F. N. Spon Ltd. 1961. pp. 255-272.
18. Fox D.Y., Au T. Solution of rigid frames by the column analogy. Proc. Am. Soc. Civil Eng. Jan. 1959, 85(ST1):103-112.
19. Chin F.K. Some extensions of the column analogy. Civil Eng. and Pub. Works Rev. Feb. 1963, 58:209-210.
20. Cross H., Morgan N.D. Continuous frames of reinforced concrete 1932, J. Wiley and Sons, New York, pp. 137-155.
21. Portland Cement Association. Handbook of frame constants. Chicago. 1948.
22. Turner F.H. Moment distribution factors for flanged beams. Conc. and Constr. Eng. Aug. 1963, 58:315-319.
23. Bannister A. Characteristics of symmetrical segmental members. Conc. and Constr. Eng. July 1960, 55:257-262.
24. Lothers J.E. Advanced design in structural steel 1960, Prentice-Hall Inc, Englewood Cliffs, NJ, pp. 367-405.
25. Cross H. The analysis of continuous frames by distributing fixed end moments. Trans. Am. Soc. Civil Eng. 1932, 96:1-156.
26. Lightfoot E. Moment distribution 1961, E. and F. N. Spon Ltd., London.
27. Gere J.M. Moment distribution 1963, D. Van Nostrand Co. Inc., Princeton.
28. Wright J. Distribution methods of analysis 1963, Thames and Hudson, London.
29. Creed M.J. Moment distribution in a modern curriculum. Struct. Eng. Nov. 1991, 69:48-52. March. p. 128. May. pp. 204-205. Aug. p. 286.
30. Kloucek C.V. Distribution of deformation 1955, Artia, Prague. 3rd English edition.
31. Kani G. The analysis of multistory frames 1957, Crosby Lockwood and Son Ltd., London.
32. Glatz R. General iteration method for translatory rigid frames 1963, Frederick Ungar, New York.
33. Gray C.S., Kent L.E., Mitchell W.A., Godfrey G.B. Steel designers' manual 1960, Crosby Lockwood and Son Ltd., London, pp. 29-35.
34. Northern Aluminum Company. Structural aluminum. London. 1959. pp. 137-139.
35. Portland Cement Association. Continuity in concrete building frames. Chicago, 1951. pp. 10-13.
36. Portland Cement Association. Handbook of frame constants. Chicago. 1948.
37. Reddy D.V., Hendry A.W. A rapid moment and torque distribution method for grid framework analysis. Civil Eng. and Pub. Works. Rev. July, 1959, 54:867-872.
38. Lin T.Y. A direct method of moment distribution. Trans. Am. Soc. Civil Eng. 1937, 102:561-571.
39. Portland Cement Association. Influence lines drawn as deflection curves. Chicago. 1948.
40. Wood R.H. An economical design of rigid steel frames for multistory buildings 1951, HMSO, London.
41. Steedman J.C. Charts for the determination of moment distribution factors. Conc. and Constr. Eng. Sept. 1962, 57:348-353. 395-396.
42. Chen L.K., Wong K.C. Structural analysis by method of equivalent stiffness. Struct. Eng. May, 1963, 41:151-160.
43. Wiesinger F.P., Lee S.L., Fleming J.F. Moment coefficients for frame analysis. Proc. Am. Soc. Civil Eng. Dec. 1963, 89(ST6):1-12.
44. Gandhi S.N., Holmes M. Direct moment distribution for rigid frameworks. Civil Eng. and Pub. Works Rev. June 1963, 58:745-750. 898-900, 1013-1015.
45. Williams A. The determination of influence lines for bridge decks monolithic with their piers. Struct. Eng. May 1964, 42:161-166.
46. McKenzie I.W. Developing structural understanding in young engineers. Proc. Inst. Civil Eng. May 1993, 97:94-99.
47. Romero M.L., Museros P. Structural analysis education through model experiments and computer simulation. Proc. Am. Soc. Civil Eng. October 2002, 128(PIE4):170-175.
48. Handbook of experimental stress analysis 1957, John Wiley and Sons Inc, New York. M.I. Hetényi (Ed.).
49. Preece B.W., Davies J.D. Models for structural concrete 1964, C. R. Books Ltd, London.
50. Hendry A.W. Elements of experimental stress analysis 1964, Pergamon Press, London.
51. Cement and Concrete Association. Proceedings of the conference on model testing, 17th March 1964. London. 1964.
52. Murphy G. Similitude in engineering 1950, Ronald Press Co, New York.
53. Jasiewicz J. Applications of dimensional analysis methods to civil engineering -problems. Civil Eng. and Pub. Works. Rev. Sept., Oct., Nov., Dec., 1963, 58:1125-1128. 1279-1280, 1409-1410, 1547-1549.
54. Balint P.S. The model analysis of rigid space frames. Civil Eng. and Pub. Works. Rev. April 1962, 57:481-483.
55. Kuske A. Influence fields for transversely bent plates. Civil Eng. and Pub. Works. Rev. May 1963, 58:627-628.
56. Mattock, A. H. Structural model testing- theory and applications. Skokie, IL. Portland Cement Association. 1962.
57. Williams A. The determination of influence lines for bridge decks monolithic with their piers. Struct. Eng. May 1964, 42:161-166.
58. Stephens L.F. A simple model solution of the suspension bridge problem. Proc. Inst. Civil Eng. July 1966, 34:369-382. 36. April 1967. pp. 883-886.
59. Beedle L.S. Plastic design of steel frames 1958, John Wiley & Sons, Inc, New York.
60. Hodge P.G. Plastic analysis of structures 1959, McGrawHill Book Co, New York.
61. Neal B.G. The plastic methods of structural analysis 1959, Chapman and Hall Ltd, London.
62. Baker J.F., Horne M.R., Heyman J. The steel skeleton 1956, Volume 2. Cambridge University Press.
63. Horne M.R., Morris L.J. Plastic design of low rise frames 1981, Granada Publishing, London.
64. Pincus G. Method of combining mechanisms in plastic analysis. AISC Engineering Journal July 1965, 85-87.
65. Pincus G. Generalized superposition method in plastic analysis. AISC Engineering Journal October 1967, 136-138.
66. Vukov A. Limit analysis and plastic design of grid systems. AISC Engineering Journal Second quarter 1986, 77-83.
67. Horne M.R. A moment distribution method for the analysis and design of structures by the plastic theory. Proc. Inst. Civil Eng. Part III April 1954, 3:51-98.
68. Gaylord E.H. Plastic design by moment balancing. AISC Engineering Journal October 1967, 129-135.
69. Shaw F.S. Limit analysis of grid frameworks. Proc. Am. Soc. Civil Eng. October 1963, 89(ST5):1-14.
70. Percy J.H. A design method for grillages. Proc. Inst. Civil Eng. November 1962, 23:409-422.
71. Martin J.B. Rigid plastic analysis of general structures. Proc. Am. Soc. Civil Eng. April 1963, 89(EM2):107-132.
72. Cannon J.P. Yield-line analysis and design of grids. AISC Engineering Journal October 1969, 124-129.
73. Popov E.P., McCarthy R.E. Deflection stability of frames under repeated loads. Proc. Am. Soc. Civil Eng. January 1960, 86(EM1):61-78.
74. Popov E.P., Becker E. Shakedown analyses of some typical one storey bents. Proc. Am. Soc. Civil Eng. October 1964, 90(ST5):1-9.
75. Commentary on plastic design in steel: progress report no. 4. Proc. Am. Soc. Civil Eng. October 1959, 85(EM4):157-185. WRC ASCE Committee.
76. Xiaofeng Y. Shakedown analysis in plastic design of steel structures. Proc. Am. Soc. Civil Eng. February 1989, 115(EM2):304-314.
77. Commentary on plastic design in steel: progress report no. 7. Proc. Am. Soc. Civil Eng. April 1960, 86(EM2):141-160. WRC ASCE Committee.
78. Perrone N., Soteriades M.C. Calculating deflections of a partially collapsed frame. Proc. Am. Soc. Civil Eng. February 1965, 91(EM1). pp. 1-5 and 91 (EM5). October 1965. pp. 218-223.
79. Lee S.L. The conjugate frame method and its application in the elastic and plastic theories of structures. Journal of the Franklin Inst. September 1958, 266:207-222.
80. Heyman J. On the estimation of deflections in elastic plastic framed structures. Proc. Inst. Civil Eng. May 1961, 19. pp. 39-60 and 23. October 1962. pp. 298-315.
81. Lavingia K.P. Deformation analysis of structures near collapse load. AISC Engineering Journal July 1968, 128-134.
82. Felton L.P., Nelson R.B. Matrix structural analysis 1996, John Wiley and Sons, New York.
83. Sack L.S. Matrix structural analysis 1994, Waveland Press, Prospect Heights, IL.
84. Sennett R.E. Matrix analysis of structures 1994, Prentice Hall, Upper Saddle River, NJ.
85. McGuire W., et al. Matrix structural analysis 2000, John Wiley and Sons, New York.
86. Hoit M.I. Computer assisted structural analysis and modeling 1995, Prentice Hall, Upper Saddle River, NJ.
87. Balfour J.A.D. Computer analysis of structural frameworks 1986, Nichols Publishing Company, Reisterstown, MD.
88. Fleming J.F. Computer analysis of structural systems 1989, McGraw Hill, New York.
89. Mehringer V. Computer-aided analysis and design of steel frames. AISC Engineering Journal July 1985, 143-149.
90. Wright P.M. Simplified formulation of stiffness matrices. Proc. Am. Soc. Civil Eng. April 1963, 89(ST2):33-48. and 89(ST6). December 1963. pp. 45-49.
91. Lightfoot E. The analysis of grid frameworks and floor systems by the electronic computer. Struct Eng. December 1960, 38:388-402.
92. Tezcan S.S. Stiffness analysis of grid frameworks. Trans. Eng. Inst. Canada July 1965, 8:1-15.
93. Tezcan S.S. Direct stiffness analysis of large frames by computers. Trans. Eng. Inst. Canada December 1965, 8:1-10.
94. Livesley R.K. The analysis of rigid frames by an electronic digital computer. Engineering August 1953, 176:230-233. and 277-278.
95. Tocher J.L. Selective inversion of stiffness matrices. Proc. Am. Soc. Civil Eng. February 1966, 92(ST1):75-88.
96. Allwood, R. J. The solution of large elastic structures. Proceedings of the symposium on the use of computers in civil engineering, Lisbon. October 1962. Vol. 1. Lisbon, Laboratorio Nacional de Engenharia Civil. 1962. pp. 7.1-7.16.
97. Filho F.V. Matrix analysis of plane rigid frames. Proc. Am. Soc. Civil Eng. July 1960, 86(ST7):95-108.
98. Bleich F. Buckling strength of metal structures 1952, McGraw Hill Book Company, Inc, New York, pp. 196-213.
99. Masur E.F. On the lateral stability of multi storey bents. Proc. Am. Soc. Civil Eng. 1955, 81(EM2). April.
100. McMinn S.J. The determination of the critical loads of plane frames. The Structural Engineer. July 1961, 39:221-227.
101. Merchant W. Critical loads of tall building frames. The Structural Engineer. March 1955, 33:84-89.
102. Smith R.B.L., Merchant W. Critical loads of tall building frames. The Structural Engineer. August 1956, 34:284-292.
103. Bolton A. A quick approximation to the critical load of rigidly jointed trusses. The Structural Engineer. March 1955, 33:90-95.
104. Bolton A.A convergence technique for determining the elastic critical load of rigidly jointed trusses. The Structural Engineer. August 1959, 37:233-242.
105. Waters H.A direct approximation to the critical loads of rigidly jointed plane structures. Civil Eng. and Pub. Works Rev. February 1964, 59:193-196. March 1964. pp. 355-357.
106. Krynicki E.J., Mazurkiewicz Z.E. Frames of solid bars of varying cross sections. Proc. Am. Soc. Civil Eng. August 1964, 90(ST4):145-174. and 91(ST1). January 1965. pp. 318-327.
107. Horne M.R., Merchant W. The stability of frames 1965, Pergamon Press Ltd, Oxford.
108. Livesley R.K., Chandler D.B. Stability functions for structural frameworks 1956, Manchester University Press.
109. Goldberg J.E. Buckling of one storey frames and buildings. Proc. Am. Soc. Civil Eng. October 1960, 86(ST10):53-85.
110. Lightfoot E. Moment distribution 1961, E. & F. N. Spon Ltd, London, pp. 61-74, 226-251.m.
111. Gere J.M. Moment distribution 1963, N. J. D. Van Nostrand Company, Inc, Princeton, pp. 166-211.
112. Hoff N.J. The analysis of structures 1956, John Wiley & Sons, Inc, New York, pp. 162-168.
113. Merchant W. The failure load of rigid jointed frameworks as influenced by stability. The Structural Engineer. July 1954, 32:185-190.
114. Masur E.F., Chang I.C., Donnell L.H. Stability of frames in the presence of primary bending moments. Proc. Am. Soc. Civil Eng. August 1961, 87(EM4):19-34.
115. Horne M.R. The effect of finite deformations in the elastic stability of plane frames. Proceedings, Royal Society of London. Series A February 1962, 266:47-67.
116. Lu L.W. Stability of frames under primary bending moments. Proc. Am. Soc. Civil. Eng. June 1963, 89(ST3):35-62. 89(ST6). December 1963. pp. 455-458 and 90(ST1). February 1964. pp. 234-239.
117. Bowles R.E., Merchant W. Critical loads of tall building frames. The Structural Engineer. June 1956, 34:324-329. and 36. June 1958. pp. 187-190.
118. Chu K.H., Pabarcius A. Elastic and inelastic buckling of portal frames. Proc. Am. Soc. Civil Eng. October 1964, 90(EM5):221-249.
119. Saafan S.A. Nonlinear behavior of structural plane frames. Proc. Am Soc. Civil Eng. August 1963, 89(ST4):557-579. and 91(STI). February 1965. pp. 279-281.
120. Stevens L.K. Correction of virtual work relationships for the effect of axial load. The Structural Engineer. May 1964, 42:153-159.
121. Hartz B.J. Matrix formulation of structural stability problems. Proc. Am Soc. Civil Eng. December 1965, 91(ST6):141-157. and 92(ST3). June 1966. pp. 287-291.
122. Jennings A. The elastic stability of rigidly jointed frames. Int. J. Mech. Sciences. 1963, 5:99-113.
123. Merchant, W. A connection between Rayleigh's method and stiffness methods of determining critical loads. Proceedings of the International Congress of Applied Mechanics. Brussels. 1956. pp. 8-12.
124. Jennings A. The elastic stability of rigidly jointed frames. Int. J. Mech. Sciences 1963, 5:99-113.
125. Horn M.R. Elastic plastic failure loads of plane frames. Proceedings, Royal Society of London, Series A. July 1963, 274:343-364.
126. Merchant W. The failure load of rigidly jointed frame-works as influenced by stability. The Structural Engineer July 1954, 32:185-190.
127. Merchant, W., Rashid, C. A., Bolton, A., Salem, A. The behavior of unclad frames. Proceedings of the Fiftieth Anniversary Conference, Institution of Structural Engineers. 1958. pp. 2-9.
128. Kamtekar A.G., Little G.H., Cunningham A. The plastic design of steel frames. Proc. Inst. Civil Eng: Structures and Buildings August 2001, 146:275-284.
129. Majid K.I. An evaluation of the elastic critical load and the Rankine load of frames. Proc. Inst. Civil Eng. March 1967, 36:579-593.
130. Wood R.H. The stability of tall buildings. Proc. Inst. Civil Eng. April 1959, 11:69-102. and 12. April 1959. pp. 502-522.
131. Wang C.K. General computer program for limit analysis. Proc. Am. Soc. Civil Eng. December 1963, 89(ST6):101-117.
132. Sawko F. Analysis of grillages in the elastic-plastic range. Civil Eng. and Pub. Works. Rev. June 1964, 59:737-739. and July 1964. pp. 866-869.
133. Livesley, R. K. The application of the computer to problems involving plasticity. Proceedings of the Symposium on the use of computers in structural engineering. University of Southampton. September 1959.
134. Sawko F., Wilde A.M.B. Automatic analysis of strain hardening structures. Proc. Inst. Civil Eng. May 1967, 37:195-211.
135. Davies, J. M. Discussion on effect of strain hardening on the elastic plastic behaviour of beams and grillages, by Sawko, F. Proc. Inst. Civil Eng 32. October 1965. pp. 294-299.
136. Jennings A., Majid K.I. An elastic plastic analysis by computer for framed structures loaded up to collapse. The Structural Engineer December 1965, 43:407-412.
137. Davies J.M. Frame instability and frame hardening in plastic theory. Proc. Am. Soc. Civil Eng. June 1966, 92(ST3):1-15.
138. Majid K.I., Anderson D. The computer analysis of large multi-story framed structures. The Structural Engineer November 1968, 46:357-365.