Results 121 to 130 of about 1,741 (182)

Proceedings of the Department of Civil and Structural Engineering, University of Sheffield - The Annual Postgraduate Research Student Conference – 2016 [PDF]

, 2016
Askes, H., Gilbert, M., Susmel, L.
core  

Review on cold-formed steel connections. [PDF]

ScientificWorldJournal, 2014
Lee YH, Lee YH, Tan CS, Mohammad S, Tahir MM, Shek PN.   +5 more
europepmc   +1 more source

Steel Rack Connections: Identification of Most Influential Factors and a Comparison of Stiffness Design Methods. [PDF]

PLoS One, 2015
Shah SN, Sulong NH, Shariati M, Jumaat MZ.   +3 more
europepmc   +1 more source

Inverse poroelasticity as a fundamental mechanism in biomechanics and mechanobiology. [PDF]

Nat Commun, 2017
Ehret AE, Bircher K, Stracuzzi A, Marina V, Zündel M, Mazza E.   +5 more
europepmc   +1 more source

Spontaneous reformation of upper eyelid. [PDF]

Br J Ophthalmol, 1988
Mehta HK.
europepmc   +1 more source

Systematic analysis of constitutive models of brain tissue materials based on compression tests. [PDF]

Heliyon
Kang W, Li Q, Wang L, Zhang Y, Xu P, Fan Y.   +5 more
europepmc   +1 more source

Experimental study and finite element analysis of heavy-duty escalator truss under full load conditions. [PDF]

Sci Rep
Li N, Cao Z, Bao W, Lin S, Zou T, Yan M.
europepmc   +1 more source

Some of the next articles are maybe not open access.

Related searches:

Lateral-distortional buckling of continuously restrained columns

Journal of Constructional Steel Research, 1997
Abstract A rational model for predicting the elastic buckling load of thin-walled Isection columns, restrained fully against translation and elastically against twist at one flange, is presented. The energy method used results in a third-order eigenproblem.
Dong-Sik Lee, Mark A. Bradford
  +4 more sources

Design Considerations for Distortional Lateral Buckling

Journal of Structural Engineering, 2021
AbstractA finite-element formulation is presented for the elastic distortional buckling analysis of doubly symmetric wide flange beams.
Ramin Arizou, Magdi Mohareb
openaire   +1 more source

Lateral-Distortional Buckling of Hollow Flange Beams

Journal of Structural Engineering, 1997
While the flanges of cold-formed hollow flange beams (HFBs) are very stiff torsionally, their webs are comparatively flexible, and may allow web distortion effects to reduce their resistances to lateral buckling. There is no simple formulation for predicting the effects of web distortion on the lateral buckling of HFBs.
Y.-L. Pi, N. S. Trahair
openaire   +1 more source