MATEC Web Conf.
Volume 86, 20165th International Scientific Conference “Integration, Partnership and Innovation in Construction Science and Education”
|Number of page(s)||8|
|Section||1 Structural mechanics|
|Published online||28 November 2016|
Semianalytical analysis of shear walls with the use of discrete-continual finite element method. Part 2: Numerical examples, future development
1 National Research Moscow State University of Civil Engineering, Department of Applied Mathematics, 26, Yaroslavskoe Shosse, 129337 Moscow, Russia
2 Russia Academy of Architecture and Construction Sciences, Presidium, 24, ul. Bolshaya Dmitrovka, 107031 Moscow, Russia
3 Fasa university, Daneshjou blvd, Fasa, Fars province, Iran
* Corresponding author: firstname.lastname@example.org
The distinctive paper is devoted to the two-dimensional semi-analytical solution of boundary problems of analysis of shear walls with the use of discrete-continual finite element method (DCFEM). This approach allows obtaining the exact analytical solution in one direction (so-called “basic” direction), also decrease the size of the problem to one-dimensional common finite element analysis. Two numerical examples of structural analysis with the use of DCFEM are considered, conventional finite element method (FEM) is used for verification purposes. The presented examples show some of the advantages of the suggested approach to semianalytical analysis of the shear wall. Future development of DCFEM, particularly associated with multigrid approach, is under consideration as well.
© The Authors, published by EDP Sciences, 2016
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