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...

Full description

Saved in:
Bibliographic Details
Main Authors: Liu, Yu, Yang, Yaowen, Cai, Zhenhan
Other Authors: School of Civil and Environmental Engineering
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!
You must be logged in first