Interval analysis of dynamic response of structures using Laplace transform
In this paper, an interval based method for dynamic analysis of structures with uncertain parameters using Laplace transform is proposed. The structural physical parameters and the external loads are considered as interval variables. The structural stiffness matrix, mass matrix and loading vectors a...
Saved in:
Main Authors: | , , |
---|---|
Other Authors: | |
Format: | Article |
Language: | English |
Published: |
2013
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/102490 http://hdl.handle.net/10220/16861 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Be the first to leave a comment!