In the article the results of development of bases of calculation and further analysis of its results on the basis of energy durability theory of tunnel constructions are presented. The practical calculation of the shallow contour interval columnar station in the case of progressing cave-in is conducted.
THE CALCULATION BASIS OF THE TUNNELING CONSTRUCTIONS IN THE CASE OF PROGRESSIVE COLLAPSE
2009
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
Progressive braking system constructions for busses
Tema Archiv | 1991
|Progressive Collapse of Cable-Stayed Bridges
British Library Conference Proceedings | 2009
|Progressive Collapse of Cable-Stayed Bridges
ASCE | 2009
|Progressive Collapse Test of Ship Structures in Waves
Online Contents | 2018
|