Results 201 to 210 of about 45,056 (267)

Relative Entropy Computations for Nonlinear Deformations of the Porous Steel Structures. [PDF]

Materials (Basel)
Strąkowski M, Kamiński M.
europepmc   +1 more source

Reverse cupping-like appearance on CT: A beam hardening-related phenomenon with phantom correlation. [PDF]

Radiol Case Rep
Choudhary R, Peer S.
europepmc   +1 more source

A Review of the Current Status and Development Trends of Compression Casting Concrete. [PDF]

Materials (Basel)
Xu X, Yu Y, Han H, Xu S, Zhang F.
europepmc   +1 more source

Seismic rehabilitation of steel buildings with semi-rigid connections under fifth generation of ETEF. [PDF]

Sci Rep
Majdi A, Sadeghi-Movahhed A, Alasiri MR, Islam S, Movahedi Rad M.   +4 more
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Using a Plasma Focused Ion Beam System to Characterise the Porosity Through the Oxide Scale Formed on a Martensitic 9Cr-1Mo Steel Exposed to CO₂. [PDF]

High Temp Corros Mater
Coghlan L, Shin A, Pearson J, Jepson MAE, Higginson RL.   +4 more
europepmc   +1 more source

Numerical investigation on performance of concrete-steel composite beams incorporating multi-transverse holes. [PDF]

Sci Rep
Fayed S, Ghalla M, Mlybari EA, Bazuhair RW, Alaskar A, Yehia SA.   +5 more
europepmc   +1 more source

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Development of a Steel Beam Hauling System for Automatic Steel Beam Assembly

Computing in Civil and Building Engineering (2014), 2014
During the assembly process of steel beams, the laborers must stand on narrow steel beams to assemble structures. Locating and bolting are two main steps in the steel beam assembly process. In the locating step, laborers haul and position the steel beam in the target position. In the bolting step, laborers assemble the steel beam with bolts.
Ci-Jyun Liang, Shih-Chung Kang
openaire   +1 more source

Energy Dissipation in Determinate Steel Beams

Journal of Structural Engineering, 1992
The aim of this study is to predict the amount of energy dissipated in a statically determinate steel beam due to material hysteresis. The case considered is that of a simply supported beam with a centrally applied point load. For any given central‐deflection limit history, an analysis is made to determine the load‐deformation response.
Helen M. Goldsworthy, Len K. Stevens
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Design of steel beams and beam columns

Engineering Structures, 1997
Beams and beam columns are very important elements in steel structures. In this paper an introduction to the methods of mathematical solutions, to the typical behaviour of these elements and to the design methods used in Eurocode 3 and DIN 18 800 part 2 are given.
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Vibrations of Steel-Concrete Composite Beams

Journal of Vibration and Control, 2000
This paper is an experimental analytical investigation on the dynamic behavior of steel-concrete composite beams subject to small vibrations. A one-dimensional model of a composite beam is presented, where the elements connecting the steel beam and the reinforced concrete slab are described by means of a strain energy density function defined ...
BISCONTIN G, MORASSI, Antonino, WENDEL P.   +2 more
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