β Scribed by J. N. Yang; S. Sae-Ung; Y. K. Lin
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
## Abstract In the last decade, two tall buildings in Singapore were instrumented with accelerometers and anemometers for the original purpose of identifying the characteristics and effects of wind loading. During the monitoring it became clear that the largest acceleration responses should result
## Abstract For almost a decade, a 66βstorey, 280m tall building in Singapore has been instrumented to monitor its dynamic responses to wind and seismic excitations. The dynamic characteristics of the tall building have been investigated via both the finite element method and the experimental modal
In this paper, Hamilton's principle and "nite element method are employed to formulate the new dynamic equation of a tall building subjected to earthquake excitations. A tuned-mass-damper (TMD) system is installed at the top to absorb the earthquakeinduced vibrations. First, the non-linear governing