and is found to predict the test results better than ACI Code [1], Eurocode [12] and CEB/FIP Model Code [9].A design formula is hence proposed, which is adequately conservative and accurate.A design example of a HSC beam with stirrups is carried out, and the various design expressions...
Discussion of " Strength Formula for Tapered Beam‐Columns " by Hiroyuki Shiomi and Muneaki Kurata (July, 1984) 来自 onAcademic 喜欢 0 阅读量: 15 作者:Yoganandan,Narayan 摘要: The presence of the two species Megaselia rufipes (Meigen, 1804) and Megaselia praeacuta (Schmitz, 1919) (...
The general aim of the investigation described in this report is the achievement of efficient design in wing beams. The purpose of the tests was to determine factors to apply to the usual beam formula in order that the properties of wood based on tests of rectangular sections might be used ...
Shear Strength of Large Reinforced Concrete Beams Experimental and theoretical studies on shear strength of large reinforced concrete beams are presented. The shear strength of a reinforced concrete beam without shear reinforcement gradually decreases as an effective depth d of a beam i... T Shioya,...
As known, The shear strength of the slender T-beams is a superposition of the shear strength of T-beams without transverse reinforcement and the shear strength provided by the web shear reinforcement, the new formulas consider the both conditions. The evaluated formula verified by comparisons to ...
By applying the yield line theory, strength formulae of the beam flange-to-column connections are derived for five different types of collapse mechanisms. Six loading tests are performed for the local connection models to examine the elastic-plastic behavior of the connections with eccentricity. The...
Simultaneous improvement of strength and conductivity is urgently demanded but challenging for bimetallic materials. Here we show by creating a self-assembled lamellar (SAL) architecture in W-Cu system, enhancement in strength and electrical conductivity
A Study on the Strength of H Beam-to-Rectangular Tube Column Connections with Exterior Diaphragms by Simplified Tension Test A moment connection of H beam-to-rectangular tube column with external stiffeners was proposed. A formula to predict the ultimate strength of the connection was derived based...
"A formula is given for the critical compressive stress for slightly curved sheet with equal elastic restraints against rotation along the unloaded edges. ... Stowell, Elbridge Z - 《Technical Report Archive\\&\\image Library》 被引量: 17发表: 1943年 Elastic Buckling Strength of Restrained Orth...
This paper deals with the influence of high axial tension on the shear strength of beam without shear reinforcement. An experimental program with shear-tension tests was carried out. The experimental results have been used to evaluate the applicability of the Eurocode 2 (EC2) design formula in ca...