Journal of the Structural Division (ASCE) - v. 102, n. 1 (janvier 1976)
Publié: | janvier 1976 |
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Articles dans ce numéro
Auteur(s) | Titre | Page(s) |
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Henager, Charles H. / Doherty, Terrence J. | Analysis of Reinforced Fibrous Concrete Beams | 177-188 |
Goodno, Barry J. / Gere, James M. | Analysis of Shear Cores Using Superelements | 267-283 |
Mohsin, M. Ezzat / Sadek, Edward E. | Beam Analog for Plate Elements | 125-145 |
Mathey, Robert G. / Clifton, James R. | Bond of Coated Reinforcing Bars in Concrete | 215-229 |
Wegmuller, Anton W. / Woodward, James H. / Bayliss, John R. | Design of Large Papermachine Mat Foundation | 231-250 |
Simaan, Amir / Peköz, Teoman | Diaphragm Braced Members and Design of Wall Studs | 77-92 |
Paulay, Thomas / Santhakumar, Arumbakkam R. | Ductile Behavior of Coupled Shear Walls | 93-108 |
Agerskov, Henning | High-Strength Bolted Connections Subject to Prying | 161-175 |
Cheong-Siat-Moy, Francois | Inelastic Sway Buckling of Multistory Frames | 65-75 |
Scarisbrick, Richard G. | Laminated Timber Logging Bridges in British Columbia | 19-34 |
Miyahara, Fukashi / Ergatoudis, John G. | Matrix Analysis of Structure-Foundation Interaction | 251-265 |
Epstein, Howard I. / Alsaigh, Jasim M. | Minimum Weights for Circular Tube Cantilever Beams | 318-322 |
McDonald, Robert E. / Chen, Yeou-San / Yilmaz, Cetin / Yen, Ben T. | Open Steel Box Sections with Top Lateral Bracing | 35-49 |
Anand, Subhash C. / Fennell, Clarence J. | Prestressed Composite Continuous Bridge Girder | 313-318 |
Wolchuk, Roman / Mayrbaurl, Ronald M. | Stress Cycles for Fatigue Design of Railroad Bridges | 203-213 |
Salse, Eduardo / Lin, Tung D. | Structural Fire Resistance of Concrete | 51-63 |
Shibata, Akenori / Sozen, Mete A. | Substitute-Structure Method for Seismic Design in R/C | 1-18 |
Parfitt, John / Chen, Wai F. | Tests of Welded Steel Beam-to-Column Moment Connections | 189-202 |
Minor, Joseph E. / Beason, W. Lynn | Window Glass Failures in Windstorms | 147-160 |
Simmonds, Sidney H. / Ghali, Amin | Yield-Line Design of Slabs | 109-123 |