Lib_topics

Australian Institute for Steel Construction Australian Institute for Steel Construction Steel Topics – Library References: December 2001 SPORTS ARENAS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BINS AND BUNKERS – LOADINGS AND DESIGN . . . . . . . . . . . . . . . . . . . CABLE–STAYED BRIDGES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STEEL FRAMED CAR PARKS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CASTELLATED BEAMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CENTREPOINT TOWER [SYDNEY TOWER] . . . . . . . . . . . . . . . . . . . . . . . . . CHIMNEYS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COMPOSITE BEAM–TO–COLUMN CONNECTIONS . . . . . . . . . . . . . . . . . . CONCRETE–ENCASED COLUMNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10. CONCRETE–FILLED STEEL COLUMNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11. PEDESTRIAN BRIDGES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12. GRANDSTANDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13. GUYED MASTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14. AIRCRAFT HANGARS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15. INDUSTRIAL BUILDINGS PORTAL FRAMES AND CLADDING. . . . . . . . . 16. SHOPPING CENTRES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17. RECREATIONAL BUILDINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18. PAPERS PUBLISHED BY J.M.ROTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19. SHORT SPAN STEEL BRIDGES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20. SILOS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21. STORAGE RACKS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22. STRESSED –SKIN CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23. TRANSMISSION TOWERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24. VIERENDEEL GIRDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25. TUBE JOINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26. BEAMS WITH WEB HOLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27. SUSPENDED STRUCTURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28. TOWERS AND MASTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29. STEEL WATER TANKS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Australian Institute for Steel Construction Steel Topics – Library References: December 2001 1. A multi–purpose arena for SIU (Southern Illinois University) Modern Steel Construction, 2. America’s largest cable suspension roof (Madison Square Gardens, New York) Building Unusual roof design for Czech skating stadium. Building With Steel, ref. as above.
A remarkable steel structure for roofing a large sports hall in Czechoslovakia.
Acier–Stahl–Steel, vol.33, no.4, April 1968 Structural steelwork of the ”Ahoy” sports hall in Rotterdam. Ref. as above, vol.36, no.4 The new ”Palais des Sports”, Brussels. Ref. as above, vol.36, no.7–8, 1971.
A view from the bleachers. Modern Steel Construction, vol.11, no.3, 1971.
Sports Hall at Marly–le–Roi, France. Acier–Stahl–Steel, vol.37, no.11, 1972.
Sports Centre for Paray and Athis–Mons (France) Ref. as above, vol. 39, no.1, 1974.
The Louisiana Superdome, New Orleans. Ref. as above, vol.39, no.3, 1974.
Louisiana Superdome: world’s most versatile building. ASCE Civil Engineering, vol.44,no.11, Nov. 1974 Louisiana Superdome. Modern Steel Construction, vol.16, nos.1/2, 1976.
Multi–purpose sports hall, Copenhagen. Acier–Stahl–Steel, vol. 39, no.3, 1974.
Ice–skating stadium at Braunlage, Germany. Ref. as above, no.11, Nov. 1974 Sports Pavilion at Cantu, Italy. Ref. as above, vol.40, no.3, 1975.
Sports centre at Woluwe–Saint–Pierre, Brussels. Ref. as above.
Indianapolis Indoor Sports Stadium, USA.stadiumSteel Construction Ref. as above,vol.41, no.4, 1976.
Cable–stayed roof of National Athletics Stadium, Canberra. Design in Steel, Jan. 1978.
National Athletics Stadium, Canberra. Constructional Review, vol.51, no.1, Feb. 1978.
Latticed trusses of 60–metre span over sports hall at Krefeld, Germany.
Acier–Stahl–Steel, vol.38, no.9, 1973.
World’s largest steel membrane roof. Ref. as above, vol.43, no.4, 1978.
Cable roof for Madison Square Garden ASCE Civil Engineering, vol.37, no.6, June1967.
Sports halls and stadia. IABSE Periodica, vol.2, 1980. Structures, C–13/80.
24. Sports centre performs for athletes. Steel Profile, no.2, June 1981.
25. The Ibrox Stadium redevelopment, Great Britain. Acier–Stahl–Steel, vol.47, no.2, 1982.6 26. Fire engineering and the design of sports stadia. Building with Steel, vol.9, no.2, 1982.
27. Ice skating hall at Munich, and sports stadium at Karlsruhe. IABSE Periodica, 4/1983.
Australian Institute for Steel Construction Steel Topics – Library References: December 2001 Jubilee Sports Centre, Hong Kong. The Hollow Section, no.9, Jan.1984 Long span boxed trusses in the Universiade Pavilion. Canadian Structural EngineeringConference, 1984. Proceedings.
30. A high performance structure. Steel Profile, no.12, April 1985.
Launceston velodrome. Tubeline Design, no.5, May 1985.
State Sports Centre, Homebush. Constructional Review, vol.58, no.2, May 1985 The hybrid arena ASCE Civil Engineering, vol.55, no.3, 1985 Arc welding is essential to the success of a unique structure. Welding Innovation Journal,vol.11, no.3, 1985.
Erection, instrumentation and management of Indraprastha Stadium dome, New Delhi.
Internat. Conference on Space Structures, 3rd, 1984. Paper 7.11.
The analysis, design construction and erection of the double layer Al Ain dome, UnitedArab Republic Ref. as above, paper 7.25.
The roof structure of the new sports hall in Athens: design, construction andperformance. Ref. as above, paper 7.26.
Design of Indraprastha indoor stadium, New Delhi. Ref. as above, paper 7.29.
Indoor Sumo arena complex, Tokyo. IABSE Periodica, 1/1986. Structures C36/86.
Oxford Ice Rink. Arup Journal, vol.21, no.1, 1986.
Two–way steel trusses support lenticular arena roof. Canadian Structural SteelConference, 10th, 1986. Proceedings, paper 1.
Olympic domes first of their kind. Engineering News–Record, vol.216, no.10, March1986.
A visually uncluttered solution to a complex problem. Steel Construction (S.A.), vol.10,no.2, April 1986.
The membrane roof for the Riyadh Stadium, Saudi Arabia. IABSE Periodica, 2.1987.
Structures,C–41/87.
Tokyo Dome ”Big Egg” Tokyo. IABSE Periodica, 2/1987. Structures C–41/1987.
Aerobic architecture. Steel Profile, no.22, Dec. 1987.
Sydney Football Stadium. Constructional Review, vol.61, no.2, May 1988.
Construction of a triangular–section truss for a sports Today vol.2,no.3,June 1988 Sydney Football Stadium. Welding Australia, no.1, 1988.
Design details of an elliptical cable dome and a large–span cable dome underconstruction in the United States. Oleg Kerensky Memorial Conference, 1st, London,1988.
51. Melbourne’s tennis centre wins AFFCC award against tough competition. Engineers Australia, vol.60, no.24, Nov. 1988.
52. The Toronto Skydome retractable roof stadium. Pacific Structural Steel Conf. 2nd.,1989.
53. The fabrication and erection of the Minneapolis Convention Centre. AISC National Steel Construction Conf., 1989, Nashville. Proc.
Australian Institute for Steel Construction Steel Topics – Library References: December 2001 54. Sydney Football Stadium. The Arup Journal, vol.24, no.1, 1989.
55. Natal Technikon indoor sports complex a ”floating” roof effect. Steel Construction, S.A., 56. The Stockholm Globe arena. ECCS/BCSA International Symposium. Building in 57. Column–free wide span roofs for sports facilities– the Vienna Prater stadium. Ref. as Design of economical large spans– the Heerenveen skating rink and the Arnhem Burger’sbush. Ref. as above.
Domed renovations. ASCE Civil Engineering, vol.59, no.9, Sep. 1989.
Toronto Skydome retractable roof stadium. The roof concept and design. ASCE SteelStructures Conference, Proceedings, 1989.
Salt Lake Stadium roof, Calcutta, with high strength steel tubes. The Structural Engineer,vol.68, no.20, October 1990.
The Mero space frame roof for Birmingham’s national indoor arena for sport. SteelConstruction Today, March 1991.
Sheffield International Arena. Structural Engineer, vol.69, no.8, April 1991.
Refurbishment and roofing of the San Siro Stadium, Milan, Italy. Structural Engineer,ref. as above.
Design of the Avenue stadium for Dorchester Town Football Club. Steel ConstructionToday, vol.5, no.4, July 1991.
The San Nicola Stadium, Bari, Italy. Ref. as above.
A stadium for the nineties. Steel Construction Today, vol.5, no.4, July 1991.
Main stand redevelopment at Ibrox Stadium. Ref. as above.
Sheffield International Arena. Ref. as above.
The application of fire engineering in sports stadia. Steel Construction Today, vol.5, no.4,July 1991.
The air–supported steel membrane roof at Dalhousie University, Halifax, Nova Scotia.
Canadian Structural Engineering Conference, 1980. Proceedings.
Long–span performance [combined basketball arena/performance centre. Modern SteelConstruction, vol.32, no.5, May 1992.
Erection and constructability issues for long–span roofs. Modern Steel Construction,vol.34, no.2, February 1994 Spanning hockey’s newest pond; Anaheim’s new arena. Ref. as above.
Velodramatic. [Adelaide velodrome]. Steel Profile No.44, June 1993 76. Sydney International Athletic Centre [Homebush]. Sydney International Aquatic Centre.
Kerensky Conference, 3rd, Singapore, 1994 77. Columnless in Chicago [Chicago Stadium] Civil Engineering, vol.64, no.11, November 78. Anaheim arena, Anaheim, California Structural Engineering International, vol.5, no.1, Australian Institute for Steel Construction Steel Topics – Library References: December 2001 79. Steelwork for sport New Steel Construction, August 1994 Redevelopment of Twickenham for the Rugby Football Union Structural Engineer,vol.73, no.22, November 1996 81. The Hong Kong Stadium. Structural Engineer Vol.73, No.17, 5 September 1995 82. The Structure of the Sydney International Athletic Centre. Australasian Structural Engineering Conference Sydney 21–23 September 1994 The Sydney International Aquatic Centre. New Steel Construction Vol.2, No.5, October1994 The Sydney International Aquatic Centre. Australasian Structural EngineeringConference Sydney 21–23 September 1994 International aquatic centres, Sydney to Bangkok Arup Journal 1/1997 Sydney International Athletic Centre Homebush, NSW. Metal Building MagazineJuly/August 1994 Australian Institute for Steel Construction Steel Topics – Library References: December 2001 Excess pressures during the emptying of grain silos. Reimbert, M.
Acier–Stahl–Steel,vol.20,no.9,Sep.1955 2. Excess pressure phenomena due to the emptying of silos. Reimbert, M. and A.
Acier–Stahl–Steel,vol.28,no.9,Sep.1963 Thin circular conical shells under arbitrary loads Hoff, N.J. Jnl. Applied MechanicsASME,vol.22,Dec.1955 Dynamic pressure of granular material in deep bins Turitzin, A.M. ASCE Journal of theStructural Division ,vol.89,no.2,April 1963 An investigation into the behaviour of sand in a model silo, plus discussion from vol.42,no.7 Structural Engineer, vol.41,no.12, Dec.1963 Ienczner, D.
Prismatic coal bunkers in structural steel. Structural Engineer, vol.44, no.2, Feb.1966Lightfoot, E. and Michael, D.
An approximate theory for pressures and arching in hoppers. Walker, D.M. ChemicalEngineering Science, vol.21, 1966 Denting of circular bins with eccentric drawpoints. Jenike, A.W. ASCE Journal of theStructural Division, vol.93, no.1, Feb.1967 Pressures in experimental coal hoppers. Walker, D.M. and Blanchard, M.H. ChemicalEngineering Science, vol.22, 1967 Approximate determination of stresses of multi–chamber silos with partial filling.
Sahmel, O.P. Acier–Stahl–Steel, vol.32, no.12, Dec.1967 Flow and pressure of granular material in silos. Deutsch, G.P. and Clyde, D.H. ASCEEngineering Mechanics Division Journal, vol.93, no.6, Dec. 1967 Bin loads. Jenike, A.W. and Johanson, J.R. ASCE Journal of the StructuralDivision,vol.94, no.4,1968 Steel Tanks,Wozniak, R.S. Section 23 from: Structural Engineering Handbook,Mcgraw–Hill, 2nd ed.,1979, Gaylord, E.H. and Gaylord, C.N.
Design of a circular concrete ring–beam and column supporting system supporting a silohopper. Safarian, S.S. American Concrete Institute Journal, Feb.1969 Pressures on silo walls. Deutsch, G.P. and Schmidt, L.C. Journal of Engineering forIndustry,ASME,series B vol.91,no.2, May 1969 Design pressures of granular materials in silos Safarian, S.S.
American Concrete Institute Journal, August 1969 On the theory of bin loads. Jenike, A.W. Journal of Engineeing for Industry, ASME,seriesB vol.91, no.2, May 1969 18. Feeding. Johanson, J.R. Chemical Engineering, October 13, 1969 19. The flow of bulk solids and design of hoppers Palmer, E.R New Zealand Engineering,15 20. Elastic analyses of rectangular trough bunkers in structural steelwork. Lightfoot, E. and Withrington Structural Engineer, vol.49, no.5, May 1971 Australian Institute for Steel Construction Steel Topics – Library References: December 2001 21. Bin loads, part 2. Jenike, A.W., and others Journal of Engineering for Industry,ASME, Bin loads, part 3. Jenike, A.W. and others Mass flow bins. Journal of Engineering forIndustry, as above.
Bin loads, part 4. Jenike, A.W. and others Funnel–flow bins Journal of Engineering forIndustry, as above.
Pressures in bunkers. Clague, K. and Wright, H. ASME Symposium on Storage and Flowof Solids,2nd Chicago, Sep.1972 An evaluation of the Jenike bunker method. Wright, H. Journal of Engineering forIndustry, ASME, series B vol.95, 1973 Flow patterns and wall stresses in a mas–flow bunker Blair–Fish, P.M. and Bransby, P.L.
Journal of Engineering for Industry,vol.95,Feb.1973 Steel silos with aggregate capacity of 25,000 metric tons at Porto–Vesme, SardiniaAcier–Stahl–Steel, vol.38, no.7–8, 1973 A further contribution to the evaluation of the Jenike method for design of mass flowhoppers. Eckhoff, R.K. and Leversen, P.G. Powder Technology, vol.10, 1974 Wall stresses in mass flow bunkers. Bransby, P.L. Chemical Engineering Science, vol.29,1974.
Continuously supported cylindrical–conical tanks. Wan, R.S. and Gould, P.L. ASCEJournal of the Structural Division, vol.100, no.10October 1974.
Column moments in eccentrically supported tanks. Gould, P.L. and Sen, S.K. ASCEJournal of the Structural Division,vol.100,no.10,Oct.1974 Column supported cylindrical–conical tanks. Gould, P.L. and others ASCE Journal of theStructural Division vol.102, no.2, Feb.,1976 Over–pressure in silos with off centre emptying Ravenat, J. Acier–Stahl–Steel,vol.41,no.3, March 1976 A useful procedure for predicting stresses at the walls of mass–flow bins. Arnold, P.C.
and Roberts,A.W. American Inst. Chemical Engineers,Symposium on solids flow andhandling,Boston, 1975.
Prediction of cylinder flow pressures in mass–flow bins using minimum strain energy.
McLean, A.G. and Arnold, P.C. Journal of Engineering for Industry,ASME, series B,vol.98, Nov.1976 Some aspects of structural design and detailing of large coal bins. Ignatenko, V.M. andAnderson, D. AISC Conference on Steel Developments, 2nd, Melbourne, May, 1977 Bunker design, part 2. Wall pressures in mass flow. Van Zanten, D.C. and Mooij, A.
Journal of Engineering for Industry,ASME, series B,vol.99, no.4, 1977 38. Bunker design, part 3: wall pressures and flow patterns in funnel flow. Richards, P.C. and 39. Bunker design, part 4: recommendations. Everts, R., Van Zante, D.C.& Richards, P.C.
40. Analysis of orthotropic cylindrical cantilever shells. Ghobrial, M.M. and Abdel–Sayed, G. ASCE Engineering Mechanics Div. Journal, vol.104, no.2, April 1978.
Australian Institute for Steel Construction Steel Topics – Library References: December 2001 Wall loads in steel bins. Arnold, P.C. and McLean,A.G. Steel Construction(A.I.S.C.),vol.12,no.3,1978 42. Failures of structural steel bins and critical design considerations. Ignatenko, V.M.
Inst.Engineers Aust. Metal Structures conference, 4th,1978 43. Evolution of steel boiler bunkers for Victorian power stations.Wilson, D.M. and Tattersall, C.G. Conference as above.
Steel bins– design and fabrication. Bin geometry , wall and feeder loads. A.I.S.C. Lecturegiven by P.C.Arnold, 1979.
Stress analysis of bins by shell bending theory. Jerath, S. and Boresi, A.P. ASCE Journalof the Structural Div.,vol.105, no.6, June 1979.
Design considerations for rectangular steel bins. Troitsky, M.S. Canadian StructuralEngineering Conf.,1980 A review of the principles of the flow of solids. Jenike, A.W. and Johanson, J.R.
American Inst. Chemical Engineers,80th National Meeting, Boston, 1975.
Load assumptions and distributions in silo design. Jenike, A.W. Internat. Conf. on BinDesign, Oslo, Norway, JAN. 1977.
BSC’s contribution to the design and operation of mass flow bunkers. Wright, H. Ironans Dteel International, August, 1978.
Development of moveable conveyor intermediate units. Mitchell, D.H. Inst. EngineersAust,Metal Structures Conf., 5th,Newcastle,May, 1981.
Vales Point coal unloading facilities. Conway, K.M.
An improved design for grain storage tanks solves problem of brittle fracture. Gurfinkel,G. ASCE Civil Engineering, vol.53,no.3,March 1982 State of the art– cylindrical cold–formed steel farm structures. Abdel–Sayed, G. andothers Int.Specialty Conf. on Cold–formed steel structures, 5th, Missouri–Rolla, 1980.
Cylindrical cold–formed steel farm structures. Final Report. Abdel–Sayed, G. ASCECommittee on Cold–formed Steel Members.
Finite element analysis of shallow grain bins. Mahmoud, A. and Abdel–Sayed, G.
Internat.Assoc. of Steel Structures.World Congress, Argentina, 1982.
Structural design aspects of materials handling plant. DeWolf, C. I.E.Aust.MetalStructures Conf.,Brisbane,1983.
Effect of switch loading on cylindrical containment tanks. Ansourian, P. Conference asabove.
Variability of bin loads due to bulk solids for structural design.
60. I.E.Aust. Internat.Conf.on Bulk Materials Storage, 61. Handling and Transportation, Newcastle, 1983.
62. Buckling of stiffened cylindrical bins under wind loading. Blackler, M.J. and Ansourian, 63. Geotechnical aspects of bins, stockpile and stack reclaimer design. McConnel, A. Ref.
Australian Institute for Steel Construction Steel Topics – Library References: December 2001 Simplified bin wall load predictions. McLean, A.G. and others Ref. conference as above.
Silo as a system of self–induced vibration. Kmita, J. ASCE Jnl of Structural Engineering,vol.111,no.1,Jan.1985.
Variability of bin loads due to bulk solids for structural design. Pham, Lam I.E.Aust.
Civil Eng. Transactions,vol.27, no.1,Feb. 1985.
67. Second–order analysis at lap joints of cylindrical silos and tanks. Huang, C.Y. and Ansourian, P. I.E.Aust. Metal Structures Conf.,7th,Melbourne,1985.
Simplified mass–flow bin wall predictions. McLean, A.G. and others. Bulk SolidsHandling, vol.3,no.4,Nov.1983.
Bin supports– a caution to designers. Moore, J.P. AISC Engineering Journal, vol.22,no.1,1985.Also Discussion,V.23,no.2,1986.
Influence of an imperfect circumferential weld on the buckling strength.cylindricalshells. Bornscheuer, F.W. Internat. Colloquium, 3rd,Stability of MetalStructures,Paris,1983.Preliminary Report.
Design pressures in cylindrical bins. Killion,M.E. ASCE Journal of StructuralEngineering,v.111,no.8, Aug.1985.
Cold–formed steel structures, Part 1: Grain bins. Abdel–Sayed, G. and others. ASCEJournal of Structural Engineering,v.111,no.10, 1985.
Cold–formed steel structures, Part 2: Barrel shells. Abdel Sayed, G. and others. Ref. asabove.
Anchorage requirements for wind–loaded empty silos. Briassoulis, D. and Pecknold,D.A. ASCE Journal of Structural Engineering,v.112,no.2, Feb. 1986 75. The Port Kembla grain terminal. McCartney, J.D. I.E.Aust. Internat. Conf. on Bulk On the machine dependence of flow property measurements on bulk solids. Arnold, P.C.
and Read,A.R. Ref. conference as above.
Flow property of coal agglomerates and the design of storage bins. Yoshinaga, M. Ref.
conference as above.
Statistical characteristics of silo pressure due to bulk solids. Pham, Lam and others Ref.
conference as above.
Fine particles and their effect on segregation in bins. Bagster, D.F. and Killalea, C. Ref.
conference as above.
Large deflection analysis of plates and rectangular tanks. Huang, C.Y. and Ansourian, P.
Ref. conference as above.
Graphical determination of mass flow hopper geometry parameters. Moore, B.A. andArnold, P.C. Ref. conference as above.
82. Reliability of mass flow prediction. Pham, Lam Ref. conference as above.
83. Port Giles grain storage capacity upgraded by 75,000 t. Engineers Australia, 84. An investigation of a battery of cylindrical steel silos. Internat. Conf.on Steel and Aluminium Structures,Cardiff, 1987, vol.1 Australian Institute for Steel Construction Steel Topics – Library References: December 2001 Wind loads on storage bins and silos of circular cross sections. Holmes, J.D. and othersI.E.Aust. National Structural Engineering Conf., 1st,Melbourne, 1987.
86. On the effect of circumferential pressure variations on the behaviour and design of containment structures. Ansourian, P. Ref. conference as above.
87. Application of state–of–the–art techniques in the design and analysis of a large elevated steel silo. Jumiki, P. Steel in Structures seminar, Sydney, 1987 Conical shells with discontinuities in geometry. Harintho, H. and Logan, D.L. ASCEJournal of Structural Engineering, vol.114, no.1, Jan. 1988.
Port Kembla grain terminal. Construct in Steel, vol.1,no.4,Aug.,1988.
Static forces and moments in a grain silo. Hatfield, F.J. and Bartali, El–H. ASCE Journalof Structural Engineering,vol.114, no.12, Dec.1988.
Buckling analysis of steel bins with eccentric discharge – a case study. Parsanejad, A. andCurrie, A. Pacific Structural Steel Conference, 2nd, Gold Coast, 1989, vol.1.
How efficient fabrication and modern welding processes ensured the viability of steel forthe Port Kembla grain terminal. Jones, R. and Sim, R.G. Ref. conference as above Corrugated steel silos– stressed skin design. Miller, I.D. Ref conference as above Effective cross sections of asymmetric rings on cylindrical shells. Chen, J.F. and Rotter,J.M. Jnl of Struct Engineering vol.124, no.9, September 1998 Out–of–plane distortional buckling of T–section ringbeams clamped at inner edge. Teng,J.G. and Chan, F. Engineering Structures vol. 21, no.7, July 1999 Note: Papers by R.M. Rotter pub. between 1982 and 1992 are in a separate folder.
Australian Institute for Steel Construction Steel Topics – Library References: December 2001 1. Historical development of cable–stayed bridges.
Podolny, W and Fleming, J F. ASCE Structural Div.Journal,vol.98, no.9, Sep.1972 2. Evolution of German cable–stayed bridges– an overall survey. Feige, A. Engineering Cable–stayed bridges. Podolny, W. Ref. as above, vol.11, no.1, 1974 Design of cable–stayed girder bridges. Tang,M–C. ASCE Structural Div.Journal, vol.98,no.8, August 1972 Analysis of cable–stayed girder bridges. Tang, M–C. Ref. as above, vol.97, no.5, May1971 Stiffness analysis of cable–stayed bridges Lazar, B E. Ref. as above, vol.98, no.7, July1972 Dynamic analysis of cable–stiffened structures. Morris, N Ref. as above, vol.100, no.5,May 1974 Cable connections in stayed girder bridges. Podolny, W Engineering Journal AISC,vol.11, no.4, 1974 Analysis of cable–stiffened space structures. ASCE Structural Div.Journal,vol.102, no.3,March 1976 The Paris–Massena bridge. A cable–stayed structure. Acier–Stahl–Steel, vol.35, no.6,June 1970 Cable–stayed bridge over the Meuse at Heer–Agimont, Belgium. Ref. as above, vol.40,no.5, May 1975 First vehicular cable–stayed bridge in the U.S. Civil Engineering ASCE, vol.43, no.11,November 1973 Suehiro Bridge, Japan’s longest cable–stayed bridge. Acier–Stahl–Steel, vol.41, no.7–8,July–Aug 1976 Multispan stayed girder bridges. Gimsing, N J. ASCE Structural Div. Journal, vol.102,no.10, 1976 Historical development of cable–stayed bridges. Godfrey, G B. AISC Conf. on SteelDevelopments, 2nd, Melbourne,1977 Tentative recommendations for cable–stayed bridge structures. Task Committee onCable–suspended Structures of Committee on Special Structures.ASCE Structural Div.
Journal,vol.103, no.5, May 1977 17. Commentary on tentative recommendations for cable–stayed bridge structures. Task Committee on Cable–suspended Structures. Ref. as above.
18. The querverschub of the 2,000ft.Oberkassel Bridge. Civil Engineering ASCE, vol.47, 19. Cable–stayed bridges for long spans. Institution of Engineers, Aust.,Qld. Division Australian Institute for Steel Construction Steel Topics – Library References: December 2001 Montreal boasts cable–stayed bridge. Civil Engineering ASCE, vol.41, no.8. August1971 21. Big rigs make fast work of long concrete and steel box crossing. Engineering Cable–stayed bridge on the Albert Canal at Godsheide, Belgium. Acier–Stahl–Steel,vo.43, no.4, 1978 Cycling and pedestrian bridge at Batavierenweg, South Arnhem, Netherlands. Ref. asabove, vol.44, no.2, 1979 Fatigue resistant tendons for cable–stayed construction. Birkenmaier, M. IABSEPeriodica,2/1980. Proceedings P–30/80 On the dynamic properties of cable–stayed bridges. Wyatt, T A. Journal ConstructionalSteel Research,vol.1, no.1, 1980 26. Buckling of cable–stayed girder bridges. Tang, M–C. ASCE Structural Div.Journal, Nonlinear analysis of cable–stayed bridges. Rajaraman, A and others. IABSE Periodica4/1980. Proceedings P–37/80 Dynamic behaviour of cable–stayed bridges. Egeseli, E A. Missouri–Rolla University.
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