๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Seismic Response of Adjacent Buildings Connected with Friction Dampers

โœ Scribed by A. V. Bhaskararao; R. S. Jangid

Publisher
Springer
Year
2006
Tongue
English
Weight
360 KB
Volume
4
Category
Article
ISSN
1570-761X

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Harmonic response of adjacent structures
Harmonic response of adjacent structures connected with a friction damper
โœ A.V. Bhaskararao; R.S. Jangid ๐Ÿ“‚ Article ๐Ÿ“… 2006 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 639 KB

The dynamic behavior of two adjacent single-degree-of-freedom structures connected with a friction damper is investigated under harmonic ground acceleration. The governing differential equations of motion of the coupled system are derived and solved for analytical harmonic response during the non-sl

RANDOM SEISMIC RESPONSE ANALYSIS OF ADJA
RANDOM SEISMIC RESPONSE ANALYSIS OF ADJACENT BUILDINGS COUPLED WITH NON-LINEAR HYSTERETIC DAMPERS
โœ Y.Q. NI; J.M. KO; Z.G. YING ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 400 KB

Coupling adjacent buildings with supplemental damping devices is a practical and e!ective approach to mitigating structural seismic response. This paper is intended to develop a method for analyzing the random seismic response of a structural system consisting of two adjacent buildings interconnecte

Dynamic characteristics and seismic resp
Dynamic characteristics and seismic response of adjacent buildings linked by discrete dampers
โœ Zhang, W. S.; Xu, Y. L. ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 219 KB ๐Ÿ‘ 2 views

Coupling adjacent buildings using discrete viscoelastic dampers for control of response to low and moderate seismic events is investigated in this paper. The complex modal superposition method is "rst used to determine dynamic characteristics, mainly modal damping ratio and modal frequency, of dampe

Experimental investigation of adjacent b
Experimental investigation of adjacent buildings connected by fluid damper
โœ Xu, Y. L.; Zhan, S.; Ko, J. M.; Zhang, W. S. ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 268 KB

Dynamic characteristic and harmonic response of adjacent buildings connected by #uid damper were experimentally investigated using model buildings and #uid damper. Two building models were constructed as two three-storey shear buildings of di!erent natural frequencies. Model #uid damper connecting t

CONTROL OF BUILDING SEISMIC RESPONSE BY
CONTROL OF BUILDING SEISMIC RESPONSE BY MEANS OF THREE SEMI-ACTIVE FRICTION DAMPERS
โœ C.W. STAMMERS; T. SIRETEANU ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 236 KB

A study has been made of the use of three semi-active friction devices, herein referred to as dampers, to control the seismic response of a building modelled as three masses. With a pseudo-random earthquake input, peak lateral accelerations, inter-storey drift and base displacement relative to groun