๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Structural systems to improve wind induced dynamic performance of high rise buildings

โœ Scribed by Prabodh V. Banavalkar


Book ID
107916723
Publisher
Elsevier Science
Year
1990
Tongue
English
Weight
427 KB
Volume
36
Category
Article
ISSN
0167-6105

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Dynamic characteristics and wind-induced
โœ S. Campbell; K.C.S. Kwok; P.A. Hitchcock ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 664 KB

Two high-rise residential buildings in Hong Kong, among the tallest in the world, were equipped to monitor their wind-induced dynamic response. The effects of typhoon Imbudo and typhoon Dujuan on the buildings are presented in detail. Upcrossing analyses performed on the acceleration data indicate t

Wind-induced vibration of high-rise buil
โœ Ming-Yi Liu; Wei-Ling Chiang; Jin-Hung Hwang; Chia-Ren Chu ๐Ÿ“‚ Article ๐Ÿ“… 2008 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 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 soilโ€“structure interaction (SSI) is considered. This model is based on time-domain analyses. Numerical examples are used to assess the effectivene

Performance of hybrid mass damper system
โœ Ichiro Nagashima; Ryota Maseki; Yutaka Asami; Jun Hirai; Hisanori Abiru ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 803 KB

## Abstract A recently developed hybrid mass damper (HMD) system and its application to a 36โ€storey highโ€rise building with a biโ€axial eccentricity, located in Tokyo, are presented. This new HMD system utilizes a gearโ€type pendulum and a linear actuator. Here, the gearโ€type pendulum is employed to