Journal of Structural Engineering (ASCE) - v. 116, n. 5 (Mai 1990)
| Erschienen: | Mai 1990 |
|---|
Artikel in dieser Ausgabe
| Autor(en) | Titel | Seite(n) |
|---|---|---|
| Bishara, Alfred G. / Papakonstantinou, Nicholas G. | Analysis of Cast‐in‐Place Concrete Segmental Cantilever Bridges | 1247-1268 |
| Buchanan, Andrew H. | Bending Strength of Lumber | 1213-1229 |
| Gilstad, Drew E. | Bridge Bearings and Stability | 1269-1277 |
| Bakht, Baidar / Jaeger, Leslie G. | Bridge Testing—A Surprise Every Time | 1370-1383 |
| Kobayashi, Harutoshi / Sonoda, Keiichiro | Buckling of Rectangular Plates with Tapered Thickness | 1278-1289 |
| Weng, C. C. / Peköz, Teoman | Compression Tests of Cold‐Formed Steel Columns | 1230-1246 |
| Brewer, D. / Gasparini, D. A. / Andreani, J. | Diffusion of Water in Steel‐to‐Steel Bonds | 1180-1198 |
| Shahrooz, Bahrain M. / Moehle, Jack P. | Evaluation of Seismic Performance of Reinforced Concrete Frames | 1403-1422 |
| Song, Qi‐gen / Scordelis, Alexander C. | Formulas for Shear‐Lag Effect of T‐, I‐ and Box Beams | 1306-1318 |
| Bishara, Alfred G. / Elmir, Wassef E. | Interaction between Cross Frames and Girders | 1319-1333 |
| DiPasquale, Edmondo / Ju, Jiann‐Wen / Askar, Attila / Cakmak, Ahmet S. | Relation between Global Damage Indices and Local Stiffness Degradation | 1440-1456 |
| Raju, Surya K. / Moses, Fred / Schilling, Charles G. | Reliability Calibration of Fatigue Evaluation and Design Procedures | 1356-1369 |
| Filiatrault, A. / Cherry, S. | Seismic Design Spectra for Friction‐Damped Structures | 1334-1355 |
| Shahrooz, Bahrain M. / Moehle, Jack P. | Seismic Response and Design of Setback Buildings | 1423-1439 |
| Song, Qi‐gen / Scordelis, Alexander C. | Shear‐Lag Analysis of T‐, I‐, and Box Beams | 1290-1305 |
| Tso, Wai K. | Static Eccentricity Concept for Torsional Moment Estimations | 1199-1212 |
| Gasparini, D. A. / Nara, H. / Andreani, J. / Boggs, C. / Brewer, D. / Etitum, P. | Steel‐to‐Steel Connections with Adhesives | 1165-1179 |
| Saheb, S. Madina / Desayi, Prakash | Ultimate Strength of R.C. Wall Panels in Two‐Way In‐Plane Action | 1384-1402 |
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