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...
| Published in: | Engineering Transactions |
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| Main Authors: | , |
| Format: | Article |
| Language: | English |
| Published: |
Institute of Fundamental Technological Research Polish Academy of Sciences
1964-09-01
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| Online Access: | https://et.ippt.pan.pl/index.php/et/article/view/2808 |
| 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.
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| ISSN: | 0867-888X 2450-8071 |