The Structural Design of Tall and Special Buildings - v. 15, n. 5 (2006)
| Publié: | 2006 |
|---|
Articles dans ce numéro
| Auteur(s) | Titre | Page(s) |
|---|---|---|
| Somerville, Paul G. / Graves, Robert W. / Day, Steven M. / Olsen, Kim B. | Ground motion environment of the Los Angeles region | 483-494 |
| Elwood, Kenneth J. / Moehle, Jack P. | Idealized backbone model for existing reinforced concrete columns and comparisons with FEMA 356 criteria | 553-569 |
| Krawinkler, Helmut | Importance of good nonlinear analysis | 515-531 |
| Youssef, Nabih / Wilkerson, Ryan / Fischer, Kurt | LATBSDC alternative design case study—concrete shear wall only beyond 240-foot LABC code limit: optimized behavior | 581-592 |
| Powell, Graham | Nonlinear dynamic analysis capabilities and limitations | 547-552 |
| Klemencic, Ron / Fry, J. Andrew / Hooper, John D. | Performance-based design of tall reinforced concrete ductile core wall systems | 571-579 |
| Searer, Gary R. | Poorly worded, ill-conceived, and unnecessary code provisions | 533-546 |
| Moehle, Jack P. | Seismic analysis, design, and review for tall buildings | 495-513 |
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12115 - Publié(e) le:
19.10.2018 - Modifié(e) le:
19.10.2018
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