Nonlinear effects in reinforced concrete frames and beams.

Date

1981

Author

Pairawan, Mehradad

Metadata

Show full item record

Item Usage Stats

108
views

0
downloads

URI

https://hdl.handle.net/11511/5053

Collections

Graduate School of Natural and Applied Sciences, Thesis

Suggestions

OpenMETU
Core

Nonlinear Vibrations and Reduced Order Modeling of Bolted Joints Beyan, Hümeyra; Ciğeroğlu, Ender; Department of Mechanical Engineering (2022-11-29) Due to ease of mounting, high strength feature and availability, bolted joints are one of the most common and widely used connection method. The contact between connected bodies is ensured by preload force on bolts which affect the stiffness and damping characteristics of the assembled system and introduce nonlinearity. To obtain the dynamic characteristic of systems with bolted joints accurately, the nonlinearity effect should be included. With high fidelity contact model’s accurate response can be obtaine...
Nonlinear analysis of reinforced concrete frame structures Çiftçi, Güçlü Koray; Polat, Mustafa Uğur; Department of Civil Engineering (2013) Reinforced concrete frames display nonlinear behavior both due to its composite nature and the material properties of concrete itself. The yielding of the reinforcement, the non-uniform distribution of aggregates and the development of cracks under loading are the main reasons of nonlinearity. The stiffness of a frame element depends on the combination of the modulus of elasticity and the geometric properties of its section - area and the moment of inertia. In practice, the elastic modulus is assumed to be ...
Nonlinear analysis of reinforced concrete plane frames subjected to loading reversals. Sucuoğlu, Halûk; Department of Civil Engineering (1976)
Nonlinear Behavior of Concrete Gravity Dams Soysal, Berat Feyza; Arıcı, Yalın (null; 2014-10-25)
Nonlinear vibration analysis of functionally graded beams Dedeköy, Demir; Ciğeroğlu, Ender; Bediz, Bekir; Department of Mechanical Engineering (2022-8) In this thesis, nonlinear forced vibrations of functionally graded (FG) Euler-Bernoulli Beams are studied. Two types of nonlinearities, large deformation nonlinearity and nonlinearities resulting from rotating beam dynamics, are considered. The Spectral Chebyshev Technique (SCT) is employed for solving governing equations of the spectral-temporal boundary value problems of beam vibrations, which do not always have closed-form analytical solutions. The SCT is combined with Galerkin’s method to obtain spatial...

Citation Formats

M. Pairawan, “Nonlinear effects in reinforced concrete frames and beams.,” Middle East Technical University, 1981.