MARC details
| 000 -LEADER |
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| fixed length control field |
03253nas a2200181#a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000019444 |
| 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 624 JOU |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
JPS |
| 245 #0 - TITLE STATEMENT |
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| Title |
Journal of Structural Engineering. Vol. 119 No. 2 (1993). |
| 260 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
New York : 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 Papers, Discussions and Technical Notes for February 1993 in Vol. 119 No. 2. |
| 505 ## - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
TECHNICAL PAPERS : Gust Buffeting. I: Peak Wind Velocity and Equivalent Pressure / Giovanni Solari. Gust Buffeting. II: Dynamic Alongwind Response / Giovanni Solari. Wheel Load Distribution on Simply Supported Skew I-Beam Composite Bridges / Alfred G. Bishara, Maria Chuan Liu, and Nasser D. El-Ali. Improved Wide-Column-Frame Analogy for Shear/Core Wall Analysis / A. K. H. Kwan. Minimum Variance Control of Base-Isolated Floors / Jose A. Inaudi and James M. Kelly. Post-breakage Behavior of Heat Strengthened Laminated Glass under Wind Effects / Chris P. Pantelides, Amy D. Horst, and Joseph E. Minor. Analysis of Building Frames / Gilbert Hartley and Ahmed Abdel-Akher. Effect of Sidewalk Vents on Bridge Response to Wind / Fazl Ehsan, Nicholas P. Jones, and Robert H. Scanlan. Stability Functions for Members with Semi-rigid Joint Connections / Ioan H. I. Toader. Analysis of Multiple-Bay Frames Using Continuum Model / Michael J. Chajes, Karl M. Romstad, and David B. McCallen. History of Steel Beam-Column Design / Thomas Sputo. Response of Long-Span Soil-Metal Structures / Hesham Mohammed and John B. Kennedy. Experimental Study of Thin Steel-Plate Shear Walls under Cyclic Load / Vincent Caccese, Mohamed Elgaaly, and Ruobo Chen. Post-buckling Behavior of Steel-Plate Shear Walls under Cyclic Loads / M. Elgaaly, V. Caccese, and C. Du. Eccentric Connection Design: Geometric Approach / P. S. Nowak and T. W. Hartmann. Behavior-Based Method to Determine Design Shear in Earthquake-Resistant Walls / Marc O. Eberhard and M. A. Sozen. Behavior of Cold-Formed Steel Wall Stud Assemblies / Thomas H. Miller and Teoman Pekoz. TECHNICAL NOTES : Hot Spot Stresses of Tubular Joints Subjected to Combined Loadings / Ai-Kah Soh and Chee-Kiong Soh. Fatigue Reliability under Non-stationary Loads: Model Formulation / Richard J. Nielsen, Darel Tracy, and Xiqin Long. DISCUSSIONS : |
| -- |
Study on Maximum Strength of Cold-Formed Steel Columns. C. C. Weng and C. P. Lin / Jacques Rondal. Distortional Buckling Solutions for Continuous Composite Beams. Mark Andrew Bradford and Zhi Gao / Fred W. Williams and Adel K. Jemah. Closure by authors. Predicting Behavior of Cyclically Loaded RC Structures. William K. Rule and Robert E. Rowlands / Michael A. Reitman. Closure by authors. Modal Analysis for Damage Detection in Structures. George Hearn and Rene B. Testa / Tolgay Toksoy, Chuan Chuntavan, and A. Emin Aktan. Closure by authors. Negative Shear Lag in Flanges of Plated Structures. Vladimir Kristek and Jiri Studnicka / Lando Mentrasti and Luigino Dezi. Earthquake-Induced Base Sliding of Concrete Gravity Dams. Anil K. Chopra and Liping Zhang / L. Adeghe and A. Danay. Closure by authors. |
| 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 |
1993 |