MARC details
| 000 -LEADER |
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| fixed length control field |
04960nas a2200181#a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000017811 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
230822s2023 xx 000 0 eng d |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
JPS |
| 090 00 - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
MAJ |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
JPS |
| 245 #0 - TITLE STATEMENT |
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| Title |
Proceedings American Society of Civil Engineers : Structural Division. Vol. 88 (1962) Part I. |
| 260 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
American Society of Civil Engineers. |
| Date of production, publication, distribution, manufacture |
[date of publication not identified] |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
p. |
| 500 ## - GENERAL NOTE |
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| General note |
It contains of Structural Division. Vol. 88 (1962) Part I. |
| 505 ## - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
Structural Division : (Feb,1962) - Critical buckling loads for tapered columns by James M. Gere, Winfred O. Carter. Influence lines for fixed symmetrical arches by relaxation method by Prakash Desayi. Displacements of circular rings with normal loads by Roy Levy. Design if frames with deformation the prime criterion by Leonard Kelman Stevens. Analysis of circular arches on elastic abutments by K. V. Swaminathan. Critical buckling load on large spherical shells by Bendt W. Wedellsborg. Concrete for shielding nuclear radiation by Progress Report by the Task Committee on Structural Materials in Reactor Design of the Committee on Nuclear Structures and Materials. Limit design on crossed steel beams by Aaron Zaslavsky. Steel design criteria for nuclear applications by Progress Report of the Task Committee on Structural Materials in Reactor Design of the Committee on Nuclear Structures and Materials. Discussion. |
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Structural Division : (Apr,1962) - Analysis of structures by system theory by N. C. Lind. Generalized displacements in structural analysis by J. L. Meek. Strength of round columns by Yuzuru Fujita, George C. Driscoll, Jr. . Stability analysis of multi-level guyed towers by Frederick H. Hull. Seismic forces on engineering structures by Frank Nuemann. Survey of European concrete crossties by Walter E. Kunze. Discussion. |
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Structural Division : (Jun,1962) - Folded plate analysis by Minimum Energy principle by M. N. Fialkow. Use of orthotropic plate theory in bridge design by Kuang-Han Chu, G. Krishnamoorty. Synthesis of material and configuration selection by Lucien A. Schmit, Jr. , Thomas P. Kicher. Passive analog computers for structural analysis by Richard H. MacNeal. Experimental study of Masonry Walls on beams by Saky Rosenhaupt. Analysis of multi-span gable frames by John R. Harris. Area properties from coordinates by G. Donald Brandt. Analysis of free straight multiflight staircases by Avinada Siev. Buffeting of a suspension bridge by storm winds by Alan Garnett Davenport. Discussion. |
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Structural Division : (Aug,1962) - Column tests on 7 1 / 2-in. Round , solid bars by Theodore V. Galambos, Yukio Ueda. Structural steel for buildings by Progress Report of the Administrative Committee of the Committee on Metals of the Structural Division. Metal work design of high intensity radiation cells by John M. Ruddy. Analysis of Vierendeel truss by influence moments by Loh-Kwan Chen. Influence coefficients for two-hinged arches by Charles A. Miller, Sidney A. Guralnick. Deformation of structures at ultimate load by Heinz Juhl. Stability of space frames by computer analysis by John D. Renton. Analytical approach to biaxial eccentricity by E. Czerniak. Energy relationships in plastic steel structures by B. Rawlings. Discussion. |
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Structural Division : (Oct,1962) - Safety of eccentrically loaded reinforced concrete columns by Milik Tichy, Milos Vorlicek. Specifications for structural joints using ASTM-A325 bolts by Progress Report of the Task Committee on Riveted and Bolted Joints of the Committee on Metals of the Structural Division. Beam analogy for the solution of Vierendeel trusses by Bernardo Deschapelles. Testing a light gage steel hyperbolic paraboloid shell by Arthur H. Nilson. Elastic strength of tapered columns by Charles M. Fogel, Robert L. Ketter. Analysis of folded plates by David Yitzhaki, Maximum Reiss. Strength of prestressed concrete pavements by Yutaka Osawa. Discussion. |
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Structural Division : (Dec,1962) - Suggested specifications for structures of aluminum alloys 6061-T6 and 6062-T6 by Report of the Task Committee on Lightweight Alloys of the Committee on Metals of the Structural Division. Suggested specifications for structures of aluminum alloys 6063-T5 and 6063-T6 by Report of the Task Committee on Lightweight Alloys of the Committee on Metals of the Structural Division. Continuous structures loaded normal to their plane by A. Diwan. Direct design of plate and shell structures by John F. Brotchie. Buckling of shear buildings by Pasala Dayaratnam. Model studies of a concrete hyperbolic paraboloid by Allen G. Thurman, George J. Herman. Lateral stiffness of infilled frames by Bryan Stafford Smith. Metalic dome-structure systems by Shu-the'ien Li. Frames combined with shear trusses under lateral loads by Hannskarl Bandel. Space frame analysis by matrices and computer by Kurt Eisemann, Lin Woo, Saul Namyet. Discussion. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Koha item type |
Terbitan Bersiri |
| 990 ## - EQUIVALENCES OR CROSS-REFERENCES [LOCAL, CANADA] |
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| Link information for 9XX fields |
1962 |