✦ LIBER ✦

Seismic behavior of a high-strength concrete framed tube

✍ Scribed by Anderson, James C. ;Chen, Weishun ;Yin, Philip

Publisher: John Wiley and Sons
Year: 1997
Tongue: English
Weight: 722 KB
Volume: 6
Category: Article
ISSN: 1062-8002
DOI: 10.1002/(sici)1099-1794(199712)6:4<333::aid-tal100>3.0.co;2-5

No coin nor oath required. For personal study only.

✦ Synopsis

An integrated analyticalaexperimental study is conducted to investigate the use of high-strength concrete (8 000± 10 000 psi) in high-rise framed tube structural systems located in areas of high seismic risk. Results indicate that displacement demands from recorded strong ground motions are less than that which can be supplied by critical beam-to-column joints in the designed structure. Furthermore, the structural system offers high lateral stiffness, high redundancy and high energy dissipation through well-distributed plastic hinging in the spandrel girders.

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