✦ LIBER ✦

Wind-induced torsion vibration of the super high-rise building of Shenzhen Energy Center

✍ Scribed by Feng Ruo-qiang; Ye Jihong; Guirong Yan; Li Qing-xiang; Yao Bin

Book ID: 112213101
Publisher: John Wiley and Sons
Year: 2011
Tongue: English
Weight: 508 KB
Volume: 22
Category: Article
ISSN: 1541-7794
DOI: 10.1002/tal.749

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

A study on wind-induced vibration of sup

A study on wind-induced vibration of super high rise building by multi-degree-of freedom model

✍ R. Yoshie; H. Kawai; M. Shimura; R. Wei 📂 Article 📅 1997 🏛 Elsevier Science 🌐 English ⚖ 488 KB

Effects of high modes on the wind-induce

Effects of high modes on the wind-induced response of super high-rise buildings

✍ Ruoqiang Feng, Guirong Yan, Jinming Ge 📂 Article 📅 2012 🏛 Institute of Engineering Mechanics, China Earthqua 🌐 English ⚖ 685 KB

Proper placement of energy absorbing dev

Proper placement of energy absorbing devices for reduction of wind-induced vibration caused in high-rise buildings

✍ Osamu Furuya; Hironori Hamazaki; Satoshi Fujita 📂 Article 📅 1998 🏛 Elsevier Science 🌐 English ⚖ 367 KB

Wind-induced vibration of high-rise buil

Wind-induced vibration of high-rise building with tuned mass damper including soil–structure interaction

✍ Ming-Yi Liu; Wei-Ling Chiang; Jin-Hung Hwang; Chia-Ren Chu 📂 Article 📅 2008 🏛 Elsevier Science 🌐 English ⚖ 326 KB

In this paper, a mathematical model is developed for predicting wind-induced oscillations of a high-rise building with a tuned mass damper (TMD) when the soil–structure interaction (SSI) is considered. This model is based on time-domain analyses. Numerical examples are used to assess the effectivene