Reliability - Based Designof Precast Buildings
We present a numerical analysis of a precast structure regarding random properties of the material characteristics of joints, as well as the random character of loading, especially due to temperature impact. Using FEM we compare some of our results with a deterministic nonlinear solution.
Main Authors: | M. Kalousková, E. Novotná, J. Šejnoha |
---|---|
Format: | Article |
Language: | English |
Published: |
CTU Central Library
2001-01-01
|
Series: | Acta Polytechnica |
Subjects: | |
Online Access: | https://ojs.cvut.cz/ojs/index.php/ap/article/view/208 |
Similar Items
-
Anchor Design of a Ring Joint Based on Reliability in a Precast Shear Wall Structure
by: Jian Zhou, et al.
Published: (2019-08-01) -
Three precast concrete high rise office buildings.
by: Catalano, Eduardo F, et al.
Published: (2013) -
Drained joints in precast concrete cladding
by: 10914 National Building Agency (Great Britain)
Published: (1967) -
Analysis of precast building skeletal frame with rigid connection /
by: 491393 Lee, Eng Ming, et al.
Published: (2010) -
Structural behaviour of precast concrete sandwich panel with high thermal efficiency
by: Bida, Sani Mohammed
Published: (2018)