Skliarov I. Steel frame skeletons of variable double-T cross section with a flexible wall

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0412U005767

Thesis Registration Form

0412U005767.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

12-10-2012

Specialized Academic Board

Д 26.056.04

Kyiv National University of Construction and Architecture

Essay

Dissertation deals with the stress-strain state and work under stress of steel frame structures with variable section beams with flexible wall. Using reserve carrying capacity, which is the account of supercritical phase of thin wall sections, can significantly reduce the weight and cost structures. Based on new physical-mechanical models developed section of a reducing condition estimated strength steel double-tee frame structures with flexible wall. A new efficient design of steel frames with variable section flexible wall and rigid design solutions flange mounting assemblies frames.

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Files

aref.pdf

dis.pdf

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