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RISReinforced Concrete Columns in Tortion
ACI does not suggest any regulations for columns under torsion. However by all means using number of columns used in steel and concrete structures are abundant. In this paper using the results of laboratory tests on 35 square and rectangular columns...
COUPLED BENDING AND TORSION EFFECTS ON THE SQUEEZED FILM AIR DAMPING IN TORSIONAL MICROMIRRORS
The current paper presents an analytical model for the problem
of squeezed film damping in micromirrors considering the
bending of the supporting torsion microbeams. At the first the
nonlinear Reynolds equation governing...
Effects of density on cyclic behaviour of anisotropically consolidated Ottawa sand under undrained torsional loading
Liver Lobe Torsion in Pet Rabbits: Clinical Consequences, Diagnosis, and Treatment
Comparative Analysis on Impact of Series FACTS Controllers Applied Strategies on Subsynchronous Resonance
benchmark model for the analysis of SSR phenomena is adopted. The impact of control methodology is also evaluated on the torsional modes. As a result it was shown that this applied strategy is powerful method for SSR damping. So TCSC can also damp SSO...
Study on the Behavior of RC Beams Strengthened with CFRP Laminates under pure Torsion Using Finite Element Analysis and fib Bulletin 14 Method
This paper discussed analytical and finite element (FE) studies on behavior of CFRP (Carbon Fiber Reinforced Polymer) strengthened reinforced concrete (RC) beams under pure torsion. Behavior of rectangular reinforced concrete beams strengthened...
Simplified Approach for Torsional Analysis of Non-Homogenous Tubes with Non- Circular Cross-Sections
In this paper, a method is presented for torsional analysis of non-homogeneous tubes with arbitrarily shaped cross-sections. A previously presented method based on Bredt’s theory is extended to achieve formulas for torsional analysis. Shear modulus...
Lateral-torsional buckling of functionally graded tapered I-beams considering lateral bracing
In this paper, the lateral-torsional buckling of axially-transversally functionally graded tapered beam is investigated. The structure cross-section is assumed to be symmetric I-section, and it is continuously laterally supported by torsional...