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Reliability analysis and formula adjustment for shear capacity of concrete shear walls
The Unified Standard for Reliability Design of Building Structures of China (GB50068-2001) requires that the average value of a component’s reliability index should not be lower than the target reliability index.
Xiaolong Tong, Fumin Chen, Deguo Zeng
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Residual Shear Capacity of RC Beams without Stirrups after Fire Exposure
To investigate the shear capacity and failure mechanism of RC beams after fire exposure, fourteen full-scale beams without stirrups were tested at ambient temperature and after fire exposure.
Yamin Song, Chuanguo Fu, Shuting Liang
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Steel-concrete composite beam has been widely applied in civil engineering, and the concrete during operation may crack due to the large shear force at the wet joint.
Fan Feng +4 more
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Shear transfer between precast prestressed bridge beams and in-situ concrete crosshead in continuous structures [PDF]
A detailed investigation was made to study the shear transfer between precast prestressed beams and in-situ concrete in a relatively new method of construction of continuous bridge decks where the ends of precast beams are connected to an integral in ...
Mirtalaie, Kamal
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Shear Capacity Stochasticity of Simply Supported and Symmetrically Loaded Reinforced Concrete Beams
For shear tests of reinforced concrete (RC) beams, a simply supported and symmetrical loading system is usually applied. In deterministic analysis, shear capacities of the paired shear spans of such beams are the same. However, considering the randomness
Hui Chen, Wei-Jian Yi, Ke-Jing Zhou
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Analysis of Shear Capacity of GFRP Reinforced Beams without Stirrups According to Selected Design Standards [PDF]
The aim of this paper is a comparative analysis of the experimental test results of twenty T-section beams reinforced with glass fiber reinforced polymer (GFRP) bars without stirrups with predicted values of the shear capacity according to the following ...
Monika Kaszubska, Renata Kotynia
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This file contains the survey dataset and associated study instruments as reported in the publication by Duda et al, titled 'An evaluation of capacity strengthening within an international conservation agriculture research ...
Capacity Research, Centre for
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Shear and moment capacity of the Ruytenschildt Bridge
In August 2014, the Ruytenschildt Bridge, a reinforced concrete solid slab bridge, in Friesland, the Netherlands was tested until failure. One of the goals of the experiment is to analyze the failure mode of the slab bridge under a tandem of 4 wheel loads and to compare the capacity of the full bridge structure to the predicted results, to have an idea
Lantsoght, E.O.L. (author) +2 more
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Effects of cyclic loading on lateral bearing capacity of single pile in silty seabed
Under larger wave loading, the bearing capacity of marine single pile foundation will be reduced, even instability occurs. A series of undrained shear triaxial tests on the remolded marine silt in Hangzhou Bay are carried out by means of the GDS triaxial
WANG Mingyuan 1, SUN Jizhu 2, WANG Yong 3, YANG Yang 4
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Shear friction capacity of self-consolidating concrete
An experimental research was developed to evaluate shear transfer in self-consolidating. Three concrete mixes were prepared, one conventional and two self-consolidating, differing on the proportion of the coarse and fine aggregate used.
Gustavo Savaris +1 more
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