Journal of Structural Engineering (ASCE) - v. 115, n. 9 (September 1989)
| Erschienen: | September 1989 |
|---|
Artikel in dieser Ausgabe
| Autor(en) | Titel | Seite(n) |
|---|---|---|
| Saadatmanesh, Hamid / Albrecht, Pedro / Ayyub, Bilal M. | Analytical Study of Prestressed Composite Beams | 2364-2381 |
| McCabe, S. L. / Hall, W. J. | Assessment of Seismic Structural Damage | 2166-2183 |
| Schelling, D. / Namini, Ahmad H. / Fu, Chung C. | Construction Effects on Bracing on Curved I‐Girders | 2145-2165 |
| Kumarasena, Thusitha / Scanlan, Robert H. / Morris, G. Robert | Deer Isle Bridge: Efficacy of Stiffening Systems | 2297-2312 |
| Kumarasena, Thusitha / Scanlan, Robert H. / Morris, G. Robert | Deer Isle Bridge: Field and Computed Vibrations | 2313-2328 |
| Maragakis, Emmanuel A. / Siddharthan, Raj | Estimation of Inelastic Longitudinal Abutment Stiffness of Bridges | 2382-2398 |
| Saadatmanesh, Hamid / Albrecht, Pedro / Ayyub, Bilal M. | Experimental Study of Prestressed Composite Beams | 2348-2363 |
| Shing, P. B. / Noland, J. L. / Klamerus, E. / Spaeh, H. | Inelastic Behavior of Concrete Masonry Shear Walls | 2204-2225 |
| leon, Roberto T. | Interior Joints with Variable Anchorage Lengths | 2261-2275 |
| Packer, Jeffrey A. / Bruno, Luigi / Birkemoe, Peter C. | Limit Analysis of Bolted RHS Flange Plate Joints | 2226-2242 |
| Desayi, Prakash / Rao, K. Balaji | Markov Chain Model for Cracking Behavior of Reinforced Concrete Beams | 2129-2144 |
| Banon, H. / Harding, S. J. | Methodology for Assessing Reliability of Tension Leg Platform Tethers | 2243-2260 |
| Stevens, David J. / Krauthammer, Theodor | Nonlocal Continuum Damage/Plasticity Model for Impulse‐Loaded RC Beams | 2329-2347 |
| Atkinson, R. H. / Amadei, B. P. / Saeb, S. / Sture, S. | Response of Masonry Bed Joints in Direct Shear | 2276-2296 |
| Seidel, Michael J. / Reinhorn, Andrei M. / Park, Young J. | Seismic Damageability Assessment of R/C Buildings in Eastern U.S. | 2184-2203 |
| Yao, Tse‐Min / Choi, Kyung K. | Shape Optimal Design of an Arch Dam | 2401-2405 |
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