SPECIAL ASPECTS OF WORKING METAL TRUSSES FROM THE WIND LOAD

Authors

  • V. V. Marochka Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • O. P. Verovka Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2007/17633

Keywords:

work, space, steel truss

Abstract

There is a problem of simplified of computational models, which are used at calculation and designing of metal superstructures as a frame. Sometime it leads to the considerable errors in calculations. In this work researches of dimensioned behavior of a superstructure by a finite element method was implemented. In the capacity of calculated construction the standard superstructure (a type project №690/2) has been used. Ground obtained results the model for calculation of supplemental forces in chords was designed, which simulate a behavior of constructional.

Author Biographies

V. V. Marochka, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

V. V. Marochka

O. P. Verovka, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

O. P. Verovka

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Published

2007-08-25

How to Cite

Marochka, V. V., & Verovka, O. P. (2007). SPECIAL ASPECTS OF WORKING METAL TRUSSES FROM THE WIND LOAD. Science and Transport Progress, (17), 204–208. https://doi.org/10.15802/stp2007/17633

Issue

No. 17 (2007): ISSUE 17

Section

TRANSPORT CONSTRUCTION

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