Wyniki wyszukiwania dla: chords of the trusses

• Trusts & Trustees

  Czasopisma

  ISSN: 1363-1780 , eISSN: 1752-2110

• Influence of nodes with positive eccentricity on load-carrying capasity of truss' top chords in trusses made of welded cold-formed members.

  Publikacja

  • M. Gordziej-Zagórowska
  • E. Urbańska-Galewska

  - Rok 2014

  In order to establish the influence of eccentric crossing of truss members on the load-carrying capacity of the folded chord of a hat-section truss, a research model was created and preliminary numerical analysis of the truss was performed with the use of Marc Mentat programme. Distorial instability of crossheads caused by deviation of loose (unmounted) channel section web’s bends was observed. Due to the slenderness of the section’s...

• Formulation of spectral truss element for guided waves damage detection in spatial steel trusses

  Publikacja

  • J. Chróścielewski
  • M. Rucka
  • K. Wilde
  • W. Witkowski

  - Archives of Civil Engineering - Rok 2009

  W pracy przedstawiono sformułowanie wielowęzłowego elementu spektralnego oraz odpowiedniego schematu całkowania ukierunkowanego na problem propagacji fal w kratownicach przestrzennych o dowolnej geometrii. Zaproponowane podejście nie ogranicza liczby węzłów w elemencie kratowym. Porównawcze rozwiązania numeryczne przeprowadzono dla konstrukcji idealnej (w stanie nieuszkodzonym) oraz dlakonstrukcji z miejscową nieregularnością w...

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• Comparison of classical Winter's bracing requirements of compressedtruss chord with stability analysis of 3D truss-model

  Publikacja

  • P. Iwicki

  - Rok 2009

  Most code requirements concerning bracing are based on principles developed by Winter. The present research is devoted tostudy a lateral buckling of truss with linear elastic side supports. The classical Winter's model of truss chord in the case ofout of the truss plane buckling is compared with nonlinear analysis of 3D truss model. Full bracing condition, that permitsthe truss chord to support load level corresponding to an unbraced...

• Stability of roof trusses stiffened by corrugated sheets

  Publikacja

  • P. Iwicki

  - Rok 2010

  The present parametric study is devoted to the stability analysis of a set of trusses stiffened by decking of corrugated steel sheets. For different parameters of corrugated sheets the critical loading of the roof is calculated. In the parametrical analysis the threshold bracing condition of the roof is obtained. Then the geometrically non-linear analysis of trusses braced by corrugated sheets was conducted. As a results of non-linear...

• Stability of trusses with linear elastic side-supports

  Publikacja

  • P. Iwicki

  - THIN-WALLED STRUCTURES - Rok 2007

  The present research is devoted to study of a lateral buckling of truss with linear elastic side supports. The elastic support reaction in relation to force in compressed chord and coefficient of buckling length related to side support distance are also calculated. The effect of slope of side support on limit force is also considered. The nonlinear analysis of two roof trusses are carried out. The results are compared to design...

• Brussels Studies

  Czasopisma

  ISSN: 2031-0293

• The validation process of truss model with joint eccentricities

  Publikacja

  • M. Gordziej-Zagórowska
  • E. Urbańska-Galewska
  • Ł. Pyrzowski

  - Rok 2018

  Nowadays, due to the technological reasons in modern lightweight steel trusses, fabricated from cold-formed sections, positive eccentricities appear in the truss nodes, to induce additional forces truss chords. In order to account for the real load-carrying capacity of truss node area the steel structure research was conducted in scale 1:1. As a result of experimental research, the forms of deformation and strains of the walls...

• The reasons of considarable deflections of roof trusses in engineering analysis

  Publikacja

  • J. Wojtas
  • J. W. Kaczmarek
  • J. Przewłócki

  - Rok 2013

  The aim of the paper is to present an unconventional analysis of deformations of roof trusses of an exhibition pavilion. Structure of the main hall of the pavilion consists of repeatable span frames with steel pillars made of I-sections, fastened in the foundations and hinged supporting roof girders. The roof trusses, completed in steel construction, have undergone considerable permanent deflections. Deformations of the lower chord...

• Sensitivity analysis of critical forces of trusses with side bracing

  Publikacja

  • P. Iwicki

  - JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH - Rok 2010

  The present research is devoted to the study of out-of-plane buckling of trusses with elastic side bracing. Inthis paper, a sensitivity analysis of critical buckling loads of a truss due to bracing stiffness is carried out. A method based on the sensitivity analysis for the determination of the threshold bracing stiffness conditionfor full bracing of a truss is proposed. The influence lines of the unit change of the bracing stiffness...

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