global safety factorconcrete structuresThe paper focuses on different approaches to the safety assessment of concrete structures designed using nonlinear analysis. The method based on the concept of partial factors recommended by Eurocodes, and methods proposed by M. Holicky, and by the author of ...
Partial Safety Factor for the Residual Flexural Strength of FRC Precast Concrete SegmentsThe use of fibre reinforced concrete (FRC) to produce segmental linings of TBM-constructed tunnels is an increasing tendency. So far, more than 50 tunnels have been constructed with this structural ma...
A limiting factor in the safety of mass concrete structures, such as concrete arch dams under seismic loadings, is the tensile strength of the concrete. Te... JM Raphael - 《Journal of the American Concrete Institute》 被引量: 330发表: 1984年 Numerical Study on the Optimal Shape of Concrete...
To confidently assess the bond of corroded reinforcement in concrete, for example, the calculation model must give a sufficient safety margin. When designing new structures, semi-probabilistic approaches (such as the partial safety factor method) are adopted to achieve the target reliabilities specified...
R. Douglas Hooton, in Cement and Concrete Research, 2019 4.2.1 Design approach For minimizing the risk of carbonation corrosion, a useful design approach given in the fib 2010 Model Code [26] uses a partial safety factor approach, where the depth of carbonation over the design life is predi...
Global safety factor for nonlinear design of concrete structures The paper focuses on different approaches to the safety assessment of concrete structures designed using nonlinear analysis. The method based on the concep... Wolinski,Sz. - 《Archives of Civil Engineering》 被引量: 4发表: 2012年 DE...
Semi-probabilistic safety formats for the non-linear analysis of reinforced concrete structures are of practical interest for structural designers. The safety format proposed in EN 1992-2 enables a safety assessment through a non-linear structural analysis and the application of a global safety factor...
Reliability Analysis of Partial Safety Factor Design Method for Cantilever Retaining Walls in Granular Soils Uncertainties in the geotechnical design variables and design equations have a significant impact on the safety of cantilever retaining walls. Traditionall... AT Goh,KK Phoon,FH Kulhawy - 《Jou...
根据组织病理学说的考试,黑色素数额在表皮基础层数被观察变化[translate] a每天在处理错误 Every day at processing mistake[translate] aThe factor of safety for an unsaturated infinite slope can be written as follows : 安全因子为一个不饱和的无限倾斜可以被写如下:[translate]...
Safety factor for tensile stresses is always equal to 1.0. Allowable stresses for compressive stresses are 17.4 and 23.3 MPa and for tensile stresses are 3.4 and 3.4 MPa under the usual and unusual load combinations, respectively. Table 5. Static load combinations for Karun III Dam. Load ...