Zagadnienie Zginania i Wyboczenia Ram Złożonych z Prętów Kratowych o Zmiennych Sztywnościach Zginania

Slope-deflection equations for the displacement method are derived thus enabling the solution of the buckling and bending problem of elastic structures (continuous beems and frames) composed of lattice elements with bending rigidities variable in usual ways. The equations obtained may be used to de...

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Bibliographic Details
Main Authors: E. Krynicki, Z. Mazurkiewicz
Format: Article
Language:English
Published: Institute of Fundamental Technological Research 1964-09-01
Series:Engineering Transactions
Online Access:https://et.ippt.pan.pl/index.php/et/article/view/2808
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Summary:Slope-deflection equations for the displacement method are derived thus enabling the solution of the buckling and bending problem of elastic structures (continuous beems and frames) composed of lattice elements with bending rigidities variable in usual ways. The equations obtained may be used to determine section forces and critical loads for industrial hells, crane frames, rate cranes, masts, high tension towers, some bridge elements and many other structures.
ISSN:0867-888X
2450-8071