A platform for research: civil engineering, architecture and urbanism
Response of multi-degree-of-freedom yielding systems
Steady-state frequency response equations for class of multi-degree-of-freedom yielding structures are determined using approximate analytic techniques; yield model used is distributed element model which gives rise to family of curved hysteresis loops; as example of general formulation, three-degree-of-freedom system is considered and peak response amplitude, resonant frequency shift, and effective damping are analyzed.
Response of multi-degree-of-freedom yielding systems
Steady-state frequency response equations for class of multi-degree-of-freedom yielding structures are determined using approximate analytic techniques; yield model used is distributed element model which gives rise to family of curved hysteresis loops; as example of general formulation, three-degree-of-freedom system is considered and peak response amplitude, resonant frequency shift, and effective damping are analyzed.
Response of multi-degree-of-freedom yielding systems
ASCE -- Proc (J Eng Mechanics Div)
Iwan, W.D. (author)
1968
17 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Analysis of Multi-degree-of-Freedom Systems
Springer Verlag | 2019
|Displacement Response Analysis of Multi-degree-of-Freedom System
TIBKAT | 2022
|