Results 111 to 120 of about 444,092 (166)

Torsional strength and deformation characteristics of HSC deep beams reinforced with cross-inclined stirrups. [PDF]

Sci Rep
Fawzi R, Asker HS, Yousef AM.
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Study on roadway deformation and control method under large mining height conditions. [PDF]

Sci Rep
Cao Y, Liu J, Wang S, Zhang C, Song T, Cong Y, Xue H, Zhang J, Huang Y, Jia H.   +9 more
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The Effect of Occlusal Discrepancies on Gingival Width

Journal of Periodontology, 2004
Background: A relationship between occlusal forces and gingival recession has been postulated in the past. However, minimal data are available to demonstrate a causal relationship between occlusal forces and recession.Methods: The records from a private practice limited to periodontics were reviewed to find patients who had complete periodontal ...
Stephen K, Harrel, Martha E, Nunn
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Correction of finite slit width effects on Raman line widths

Spectrochimica Acta Part A: Molecular Spectroscopy, 1980
Abstract An equation is derived for the correction of the finite slit width effect on line widths of Lorentzian Raman lines. It holds for up to S/δa = 0.7, more applicable than those proposed previously. A method is also proposed for obtaining the true isotropic line width from observed parallel and perpendicular polarized spectra.
Kazutoshi Tanabe, Jiro Hiraishi
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Slit-Width Effects

Journal of the Optical Society of America, 1954
A general treatment is given of the effects of slit-widths upon emission lines, absorption lines, and continuous absorption spectra. The fundamental approximation is a triangular shaped slit function of base 2seff, where the effective slit-width seff is related to the geometrical slit-width sg as seff2=so2+sg2, so being a function of the frequency ...
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On the Computation of Slab Effective Widths

Journal of Structural Engineering, 1985
An approximate closed‐form solution is presented for the computation of effective widths of floor slabs in laterally‐loaded multi‐story buildings. The resulting formula yields answers in good agreement with existing numerical techniques throughout the entire range of slab aspect ratios and column sizes found in practice.
Milija N. Pavlović, Steven M. Poulton
openaire   +1 more source