Journal of the Structural Division (ASCE) - v. 98, n. 11 (novembre 1972)
| Publié: | novembre 1972 |
|---|
Articles dans ce numéro
| Auteur(s) | Titre | Page(s) |
|---|---|---|
| Banavalkar, Prabodh V. / Gergely, Peter | Analysis of Thin-Steel Hyperbolic Paraboloid Shells | 2605-2621 |
| MacGregor, James G. / Guha Majumdar, Sauren N. / Nikhed, Rajendra P. / Adams, Peter F. | Approximate Inelastic Analysis of Shear Wall-Frame Structures | 2351-2361 |
| Trahair, Nicholas S. / Kitipornchai, Sritawat | Buckling of Inelastic I-Beams under Uniform Moment | 2551-2566 |
| Kennedy, John B. / Murty, Madugula K. S. | Buckling of Steel Angle and Tee Struts | 2507-2522 |
| Davis, Raymond Eugene / Bacher, Alfred E. | Concrete Arch Culvert Behavior—Phase 2 | 2329-2350 |
| Baer, Oliver A. | Double Overlap Beam | 2541-2550 |
| Anderson, James C. / Gupta, Raj P. | Earthquake Resistant Design of Unbraced Frames | 2523-2539 |
| Culver, Charles / Dym, Clive | Elastic Buckling of Stiffened Plates | 2641-2645 |
| Minor, Joseph E. / Mehta, Kishor C. / McDonald, James R. | Failures of Structures Due to Extreme Winds | 2455-2471 |
| Aalami, Bijan | Large Deflection of Elastic Plates under Patch Loading | 2567-2586 |
| Singaraj, N. M. / Sridhar Rao, Jawalker K. | Nonlinear Elastic Truss Analysis by Partitioning | 2399-2411 |
| Meyers, V. James / Ramani, Dhamo T. / Greenwood, Mark E. | Plastic Sandwich Buckle-Shell Structures | 2381-2397 |
| Peyrot, Alain H. | Probabilistic Response of Nonlinear Buildings during Earthquakes | 2363-2380 |
| Perry, Peter G. / Heins, Conrad P. | Rapid Design of Orthotropic Bridge Floor Beams | 2491-2506 |
| Taylor, Howard P. J. | Shear Strength of Large Beams | 2473-2490 |
| Jennings, Alan / Mairs, John E. | Static Analysis of Suspension Bridges | 2433-2454 |
| Cardenas, Alex E. / Lenschow, Rolf J. / Sozen, Mete A. | Stiffness of Reinforced Concrete Plates | 2587-2603 |
| Lee, Ian K. / Brown, Peter T. | Structure-Foundation Interaction Analysis | 2413-2431 |
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56215 - Publié(e) le:
16.02.2021 - Modifié(e) le:
16.02.2021
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