Optimization problems for construction foundations
The mathematical models for optimization of grillage-type foundations are presented. Minimising of maximum in absolute value vertical reactive force, bending moment, and reaction-bending moment together is sought. Solutions of a number of problems demonstrate the validity of proposed algorithms.
Saved in:
| Main Authors: | Rimantas Belevičius, Saulius Valentinavičius |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Vilnius University Press
2000-12-01
|
| Series: | Lietuvos Matematikos Rinkinys |
| Online Access: | https://www.zurnalai.vu.lt/LMR/article/view/35177 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Insights into Optimal Schemes of Radial Network Arch Pedestrian Bridge
by: Rimantas Belevičius, et al.
Published: (2022-01-01) -
Study on the Optimal Construction Time of Adjacent Pile Foundation Considering the Thermal Stability of the Existing Pile Foundation
by: Xiangyang Shi, et al.
Published: (2025-02-01) -
Optimization of Rigidly Supported Guyed Masts
by: R. Belevičius, et al.
Published: (2017-01-01) -
Self-employment: theoretical foundations and problems
by: R. K. Sabirova, et al.
Published: (2020-03-01) -
Foundations of sustainable construction management with international benchmarking
by: AbdulLateef Olanrewaju
Published: (2025-12-01)