Nonlinear collapse analysis of frame-wall structures

Tulunay, Hakan


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...
Nonlinear seismic response evaluation of tunnel form building structures
Balkaya, C; Kalkan, E (Elsevier BV, 2003-02-01)
The occurrences of (M-w = 7.4) Kocaeli and (M-w = 7.1) Duzce earthquakes in Turkey in 1999 once again demonstrate the nondamaged and high performance conditions of RC shear wall dominant structures commonly built by using the tunnel form technique. This study presents their seismic performance evaluation based on the nonlinear pushover analyses of two case studies. The contribution of transverse walls and slab-wall interaction during the 3D action, the effects of 3D and 2D modeling on the capacity-demand re...
Nonlinear finite element analysis of tunnels
Yıldırım, Musa; Yılmaz, Çetin; Department of Civil Engineering (1994)
Nonlinear Behavior of Concrete Gravity Dams
Soysal, Berat Feyza; Arıcı, Yalın (null; 2014-10-25)
Nonlinear analysis of R/C low-rise shear walls
Mansour, Mohamad Y.; Dicleli, Murat; Lee, Jung Yoon (SAGE Publications, 2004-08-01)
An analysis method for predicting the response of low-rise shear walls under both monotonic and cyclic loading is presented in this paper. The proposed analysis method is based on the softened truss model theory but utilizes newly proposed cyclic constitutive relationships for concrete and steel bars obtained from cyclic shear testing. The successfulness of the analysis method, when combined with new materials constitutive relationships, is checked against the test results of 33 low-rise shear walls reporte...
Citation Formats
H. Tulunay, “Nonlinear collapse analysis of frame-wall structures,” Middle East Technical University, 1989.