نتایج جستجو برای: corrugated steel web beam

تعداد نتایج: 411005  

2013
Khan Ahmed

It is observed that, reinforced concrete beams failed due to flexure but in case of deep beam failure occur due to shear. Deep beams may be defined as the beam where shear span to depth ratio less than 2. A number of researchers already proposed various approach to predict the ultimate strength of deep beams. In this study a newer approach is developed to calculate the ultimate shear strength o...

Journal: :ce/papers 2021

The application of trapezoidal corrugated plate as the web for girders, thanks to a number favorable features, modernizes manufacture steel-concrete composite and hybrid structures provides an alternative, competitive structure small, medium large span beams. However, traditional headed stud shear connectors on top flange can be considered obsolete in many ways. By embedding steel concrete slab...

2016
Taner Yilmaz

Coupling shear wall has been highly considered in recent years. Due to architectural limitations, sometimes the architect is forced to use two spans separate from shear wall. The study results have shown that using coupling shear wall will have better results than single wall in structure behavior and the desired performance can be achieved by using thinner plates. Coupling steel shear wall has...

Journal: :Advances in Civil Engineering 2021

Lately, Corrugated Steel Plate Shear Walls (CSPSWs) have gained significance and reputation for being effective lateral force-resisting systems. plates are characterized by greater out-of-plane stiffness buckling stability than flat plates, ensuring their enhanced hysteretic behavior. In ordinary (SPSWs), infill fixed to beams columns. But, detaching the plate from columns connecting it only is...

2017
K. Lekomtsev A. Lyapin S. Boogert P. Karataev John Adams A. Aryshev M. Shevelev N. Terunuma J. Urakawa A. A. Tishchenko

In this paper, we investigate a corrugated mm-scale capillary as a compact accelerating structure in a drive – witness acceleration scheme, and suggest a methodology to measure acceleration of a witness bunch. Two typical measurements and the energy gain in a witness bunch as a function of the distance between bunches are discussed. A corrugated capillary is considered as an accelerator/deceler...

Journal: :Physical review letters 2014
Haixiao Deng Meng Zhang Chao Feng Tong Zhang Xingtao Wang Taihe Lan Lie Feng Wenyan Zhang Xiaoqing Liu Haifeng Yao Lei Shen Bin Li Junqiang Zhang Xuan Li Wencheng Fang Dan Wang Marie-Emmanuelle Couprie Guoqiang Lin Bo Liu Qiang Gu Dong Wang Zhentang Zhao

Removal of the undesired time-energy correlations in the electron beam is of paramount importance for efficient lasing of a high-gain free-electron laser. Recently, it has been theoretically and experimentally demonstrated that the longitudinal wakefield excited by the electrons themselves in a corrugated structure allows for precise control of the electron beam phase space. In this Letter, we ...

2012
G. W. Ni Y. M. Zhang D. L. Jiang J. N. Chen X. G. Wang

As an economic and safe structure, Bi-steel is widely used in reinforced concrete with less consumption of steel. In this paper, III Bi-steel concrete beam has been analyzed. Through careful observation and theoretical analysis, the new calculating formulae for structural rigidity and crack have been formulated for this Bi-steel concrete beam. And structural rigidity and the crack features have...

2004
Jeffrey W. Berman Michel Bruneau

This paper describes the prototype design, specimen design, experimental setup, and experimental results of three light-gauge steel plate shear wall concepts. Prototype light-gauge steel plate shear walls are designed as seismic retrofits for a hospital structure in an area of high seismicity, and emphasis is placed on minimizing their impact on the existing framing. Three single-story test spe...

Journal: :Thin-walled Structures 2022

There is no commonly accepted and reliable design method to determine the lateral–torsional buckling (LTB) resistance of steel trapezoidally corrugated web girders. Therefore, focus current paper on investigation this failure mode, detailed evaluation structural behavior determination accurate LTB resistance. An advanced finite element (FE) model developed validated using results laboratory tes...

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