Techno Press
You logged in as. You Query in as select * from journal_sem where volume=52 and num=6 and ordernum=4 Techno Press

Structural Engineering and Mechanics
  Volume 52, Number 6, December25 2014 , pages 1121-1134
DOI: https://doi.org/10.12989/sem.2014.52.6.1121
 


An efficient method to structural static reanalysis with deleting support constraints
Haifeng Liu and Shigang Yue

 
Abstract
    Structural design is usually an optimization process. Numerous parameters such as the member shapes and sizes, the elasticity modulus of material, the locations of nodes and the support constraints can be selected as design variables. These variables are progressively revised in order to obtain a satisfactory structure. Each modification requires a fresh analysis for the displacements and stresses, and reanalysis can be employed to reduce the computational cost. This paper is focused on static reanalysis problem with modification of deleting some supports. An efficient reanalysis method is proposed. The method makes full use of the initial information and preserves the ease of implementation. Numerical examples show that the calculated results of the proposed method are the identical as those of the direct analysis, while the computational time is remarkably reduced.
 
Key Words
    structural reanalysis; modification of supports; Cholesky factorization; stiffness matrix; computational cost
 
Address
Haifeng Liu: Department of Mathematics, School of Mathematics and Statistics, Xi\'an Jiaotong University,
Xi\'an 710049, P.R. China
Shigang Yue: School of Computer Science, University of Lincoln, Brayford Pool Campus, Lincoln LN6 7TS, UK
 

Techno-Press: Publishers of international journals and conference proceedings.       Copyright © 2026 Techno Press
P.O. Box 33, Yuseong, Daejeon 305-600 Korea, Tel: +82-42-828-7996, Fax : +82-42-828-7997, Email: admin@techno-press.com