Претраживање
Приказ резултата 1-10 од 17
Contribution in studies of the parameters of convenience of cohesionless sediments in the construction of highways.
(Proc. 5th international Association of Engineering Geology congress, Buenos Aires, 1986. Vol. 3, 1986)
Available classifications offer a data about cohesionless sediments as the materials for construction. More detailed analyses reach the conclusions that with the same parameters - on which the existing classifications are ...
Modeliranje procesa erozije nasutih objekata izloženih prelivanju
(1987)
U ovom radu su prikazani rezultati razvoja matematičkog modela erozije nasutih objekata izloženih prelivanju. Prelivanje i erozija se u ovom mo- delu tretiraju kao ravanski fenomeni. Analizira se iskljucivo dubinska erozija ...
Solution of the two-dimensional thermoelasticity problem by the finite element method
(Swansea : Pineridge Press, 1985)
This paper deals with the method of solving two-dimensional thermoelasticity problems by FEM. A FORTRAN TRE (TheRmoElasticity) program was developed for solving such problems starting from the most general coupled theory ...
Miscellany : Dedicated to the 65th Birthday of Academician Professor Dr. Nikola Hajdin
(Belgrade : University of Belgrade, Faculty of Civil Engineering; Institute of Technical Sciences of Serbian Academy of Sciences and Arts, 1988)
Miscellany : dedicated to the 65th birthday of Academician professor dr. Nikola Hajdin. –Belgrade : Faculty of civil engineering : Institute of technical sciences of Serbian Academy of sciences and arts, 1988. – 316 str., ...
A contribution to the analysis of box beams with deformable cross section
(Journal of Constructional Steel Research, 1988)
This paper compares the simplified theory of thin-walled box beams with deformable cross section given by Sedlacek with the more accurate approach proposed by Kollbrunner and Hajdin. Single-cell, simply supported box girders ...
A simple solution for a crack reinforced by bands
(Engineering Fracture Mechanics, 1989)
The paper represents a simple approximate solution for a crack reinforced by elastic bands (springs). The obtained results for the stress intensity factor are compared with the exact solutions for the case of infinitely ...