The application of the formulae was explained through an example of a practical crane runway girder.doi:10.1016/j.jcsr.2006.04.003L. ZhangG.S. TongElsevier LtdJournal of Constructional Steel ResearchOut-of-plane stability of simply supported beams with knee braces[J] . L. Zhang,G.S. Tong....
Reactions of a Simply Supported Beam: A beam is a structural member that normally takes up vertical loads in its service. Occasionally it could also resist axial loads or a combination of both. There are different configurations of beams used ...
钢-混凝土简支结合梁基本动力特性的解析解 analytical solution to dynamic characteristics of simply-supported steel-concrete composite beams50阅读 文档大小:952.42K 6页 0025496上传于2015-02-12 格式:PDF 基于车桥耦合振动的混凝土简支梁桥动力特性研究 热度: 重载铁路混凝土简支梁桥动力分析模型研究 热度: RPC...
and proposed a simplified formula on the basis of the short term deformation of high strength reinforced concrete beam [4~5]; HuangWei proposed a design formula of its resisting shear bearing capacity under concentrated load [6]; GeWenjie studied the flexural performance of HRBF RC beams [7]....
Concrete-filled steel tubular simply supported members stiffened with encased I-shaped CFRP (CFSTS-CFRP members) have been developed due to their excellent mechanical performance, promoting promising applications in bridge and building structures. However, these members are susceptible to collision impacts...
The application of the formulae was explained through an example of a practical crane runway girder.L. ZHANGDepartment of Civil EngineeringG.S. TONGJournal of Constructional Steel ResearchZhang, L. and Tong, G.S., 2007. Out-Of-Plane Stability Of Simply Supported Beams With Knee Br...
beamsgrillagesIn this paper, the buckling strength of a beam on an elastic foundation supported within its span by equally distant elastic supports is treated. A formula is derived for the coefficient of rigidity of these elastic supports that ensure a given value of the Euler force. It has ...
After deriving the equilibrium equations a parametric study is carried out on simply supported and continuous beams. The results of this study are approximated by easy to handle formulae for the critical force. Using this formulae practical application is also shown. According to a relevant design...
The flexural behaviour of a typical cross section of concrete members such as beams or columns can be represented by the moment–curvature relationship. Usually, one can find the relationship between the section curvature and the moment applied to the structure with the help of the plane section ...
Simple formulae for the initial collapse loads of clamped and simply supported beams along with analytical expressions for the finite deflection behaviour of clamped beams are presented. The simply supported beams display a softening post-yield response, while the clamped beams exhibit hardening ...