Gladishev D. Stress-deformed state a condition of reinforced concrete beams with elastic horizontal moving of support in frame system

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0404U004837

Thesis Registration Form

0404U004837.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

25-11-2004

Specialized Academic Board

К 35.052.11

Essay

The dissertation is devoted to experimental - theoretical research is stress-deformed state and carrying ability of reinforced concrete beams with modeling of levels of elastic horizontal movings of support in frame systems. The developed settlement circuit of a frame with the hinge by connection of model of a beam in it. The offered technique of account of reinforced concrete beams with one flight with the account strutting efforts in borders elementary frame systems behind two groups of limiting condition adapted to the working normative documents

Read more

Files

Dusertacia-ROZDILU.doc

aref.doc

Similar theses

0424U000098

Vitaliy V. Ruchkivsky

Features of the interaction of engineering protective structures with the soil base when arranging underground premises in a densely built-up area

0523U100059

Cherednikova Oleksandra V.

Self-stressed Steel Reinforced Concrete Structures

0521U102099

Blikharskyy Yaroslav Zinoviyovych

Residual resource of reinforced concrete structures with damages of thermally strengthened reinforcement

0421U103936

Pelekh Andrii Bohdanovych

Bearing capacity and deformability of compressed wooden elements under the local influence of high temperatures

0421U103876

RASPOPOV IEVGENII A.

Strength and rigidity of nodal connections with glued-in steel rods in the laminated veneer lumber elements