Results 231 to 240 of about 2,788,935 (284)

Shear-resistant behavior of light composite shear wall

Journal of Central South University, 2015
Shear test results for a composite wall panel in a light composite structure system are compared with test results for shear walls in Japan. The analysis results show that this kind of composite wall panel works very well, and can be regarded as a solid panel.
Sheng-cai Li, Yu-li Dong
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Shear resistance of stiffened steel corrugated shear walls

Thin-Walled Structures, 2018
Abstract In recent years, the steel corrugated shear walls (SCSWs) are widely used in building structures to serve as lateral force resistant members. For some practical engineering applications that the width of the infilled SCSWs in frame structure is much greater than its height, it is common to add vertical stiffening systems to the SCSWs, thus ...
Jing-Zhong Tong, Yan-Lin Guo
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The shearing resistance of saturated clays

Géotechnique, 1984
The shearing resistance of saturated clays has to date been considered to arise either from the frictional resistance at particle contacts or from the viscosity of the pore fluid in the event of particle contact being absent. The estimates presented indicate that, while the charged nature of the clay particles influences the viscosity of the fluid ...
M. M. Allam, A. Sridharan
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Clay–interface shear resistance

Géotechnique, 2000
The shear of clays of varying plasticity against interfaces of different materials and varying roughness has been studied in the ring shear apparatus. Results are compared with the shearing resistance of clay-on-clay. Particular attention has been paid to shearing resistance with large displacements, and the influence of the interface in changing the ...
L. J. L. Lemos, P. R. Vaughan
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Shear resistance of bridge decks without shear reinforcement

2008
This paper presents experimental and numerical investigations of a research project, carried out to examine whether bridge deck slabs under concentrated wheel loads exhibit reserves of shear capacity, which have been neglected in the current Eurocode design provisions so far.
Rombach, Günter Axel, Latte, Sören
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Building a Shear Resistance Operator

2020
Based on the axioms of the mathematical model of an inelastic body, the shear resistance in the most general case is a certain integration operator differentiation from the sliding intensity. Any local slip in the poly-crystalline body model changes the mechanical properties (almost) in all directions.
Valentin Molotnikov, Antonina Molotnikova   +1 more
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Shear Resistance of Concrete Beams with FRP Grating as a Shear Reinforcement

Solid State Phenomena, 2018
This paper presents an experimental study on the shear behavior of concrete beams with fiber-reinforced (FRP) composite grating as shear reinforcement. Corrosion resistance and non-magnetic properties of FRP reinforcement allows its use in places where application of regular steel reinforcement would face difficulties.
Lukáš Lyčka, Petr Štěpánek
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Shear resistance of buckling-restrained steel plate shear walls

International Journal of Steel Structures, 2017
The buckling-restrained steel plate shear walls (SPSWs), which consist of a steel plate sandwiched in between by two reinforced concrete (RC) cover plates, are known to be a robust and efficient lateral load-resisting system. Since the initial imperfection between the RC plates and the inner plate which is mainly caused by the fabrication and ...
Mu-Wang Wei, J. Y. Richard Liew, Xue-Yi Fu   +2 more
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Shear resistance contribution of support systems in double shear test

Tunnelling and Underground Space Technology, 2016
Abstract Rockbolt and surface support systems such as shotcrete and thin spray-on liners (TSLs) are widely used as underground support elements to resist the convergence and maintain the stability of excavations. In order to evaluate the bearing capacity of combined reinforced rockbolt and surface support systems in preventing sliding along ...
L. Li, P.C. Hagan, S. Saydam, B. Hebblewhite   +3 more
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Contribution of Stirrups to Shear Resistance

Structures Congress 2009, 2009
While the parallel chord truss model is a universally accepted model for evaluating the contributions of stirrups to the shear capacity of slender beams, codes-of-practice provide very different mean of evaluating the angle of diagonal compression of the struts in this truss model.
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