Nonlinear Behavior of Concrete Gravity Dams

Soysal, Berat Feyza
Arıcı, Yalın


Nonlinear collapse analysis of frame-wall structures
Tulunay, Hakan; Sucuoğlu, Haluk; Department of Engineering Sciences (1989)
Nonlinear seismic response of horizontally layered soil deposits
Al-Qura'n, Adel Mahmoud; Sucuoğlu, Haluk; Department of Engineering Sciences (1987)
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...
Nonlinear dynamics of spiral bevel gear pair
Önal, Birkan; Ciğeroğlu, Ender; Sarıbay, Zihni Burçay; Department of Mechanical Engineering (2018)
Nonlinear dynamics of a generic spiral bevel gear pair used in high speed, high power gearboxes is studied in this thesis. Different tooth ease-off topographies are generated based on real machine settings. Tooth micro geometries are established in order to obtain profile crowning, lengthwise crowning and flank twist topographies. Details of macro and micro geometry and corresponding real machine settings are given in this study. Path of contact, contact stress, directional rotation radius, load share, unlo...
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...
Citation Formats
B. F. Soysal and Y. Arıcı, “Nonlinear Behavior of Concrete Gravity Dams,” 2014, Accessed: 00, 2021. [Online]. Available: