Results 281 to 290 of about 4,881,750 (341)
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Flexural behaviour of C-FRCM strengthened corroded RC continuous beams
, 2020This paper presents an experimental investigation on the flexural behaviour of corroded reinforced concrete (RC) continuous beams strengthened by carbon fabric-reinforced cementitious matrix (C-FRCM).
R. Feng, Yuexin Liu, Ji-hua Zhu, F. Xing
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A new friction-slip connection for moment frames with continuous beams
, 2020This paper presents a new configuration for connections in moment frames with continuous beams, which can be used as a friction-slip connection. Some studies on friction-slip connection with this new practice have been performed analytically.
Fereshteh Seifan +2 more
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Experiments on shear behavior of reinforced concrete continuous beams strengthened by C‐FRCM
Structural ConcreteThe dual‐function retrofitting system that uses the carbon‐fabric reinforced cementitious matrix (C‐FRCM) as both the anode of impressed current cathodic protection (ICCP) system and the structural strengthening (SS) material, that is, an ICCP‐SS system,
Ran Feng +5 more
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Single Beam Load Test of Continuous Beam
Applied Mechanics and Materials, 2014GengYuHe bridge was a prestressed concrete continuous box girder bridge,based on the static load test of single beam bridges compared with theoretical calculation value,check whether the actual control section stress of the bridge are in conformity with the design requirements,and give advice.
Ya Xun Yang, Wei Ya Fan
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Dynamic analysis of continuous beams by the boundary element method
Engineering analysis with boundary elements, 2019The main contribution of this work is the development of two Boundary Element Method (BEM) formulations for the dynamic analysis of Euler-Bernoulli continuous beams.
J. Carrer +3 more
semanticscholar +1 more source
2011
In Chaps. 1 through 5 we discussed the solution of discrete, lumped-parameter models. For multiple degree of freedom systems, we employed modal analysis to enable us to transform the coupled equations of motion in local (model) coordinates into modal coordinates. In this coordinate frame, the equations of motion were uncoupled and we could apply single
Tony L. Schmitz, K. Scott Smith
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In Chaps. 1 through 5 we discussed the solution of discrete, lumped-parameter models. For multiple degree of freedom systems, we employed modal analysis to enable us to transform the coupled equations of motion in local (model) coordinates into modal coordinates. In this coordinate frame, the equations of motion were uncoupled and we could apply single
Tony L. Schmitz, K. Scott Smith
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Thin-walled structures, 2018
The structural behaviour and design of hot-rolled and cold-formed steel continuous beams with square and rectangular hollow sections are studied in the present paper, with a focus on the beneficial effects of material strain hardening and moment ...
X. Yun, L. Gardner
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The structural behaviour and design of hot-rolled and cold-formed steel continuous beams with square and rectangular hollow sections are studied in the present paper, with a focus on the beneficial effects of material strain hardening and moment ...
X. Yun, L. Gardner
semanticscholar +1 more source
Reinforcing struts and ties in concrete continuous deep beams
, 2021This work proposed reinforced concrete two-span continuous deep beams by replacing the well-known conventional reinforcement by reinforcing struts and ties only and omitting the concrete where the struts and ties do not pass through.
K. Abdul-Razzaq, A. Jalil, A. Dawood
semanticscholar +1 more source
Aircraft Engineering and Aerospace Technology, 1938
THE problem dealt with in this article has been solved before by various methods such methods involving the necessity of dividing an irregularly lateral loaded beam into a small number of bays in order to represent with fair accuracy the lateral loading by preconceived laws for which solutions are available.
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THE problem dealt with in this article has been solved before by various methods such methods involving the necessity of dividing an irregularly lateral loaded beam into a small number of bays in order to represent with fair accuracy the lateral loading by preconceived laws for which solutions are available.
openaire +1 more source
, 2019
The ability of statically indeterminate structures to redistribute moments, thus fully utilising the capacity of non-critical sections, leads to improved structural efficiency.
Frank Kusel, E. Kearsley
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The ability of statically indeterminate structures to redistribute moments, thus fully utilising the capacity of non-critical sections, leads to improved structural efficiency.
Frank Kusel, E. Kearsley
semanticscholar +1 more source