Three dimensional nonlinear dynamic analysis of a reinforced concrete frame building in Bolu

2001
Çağnan, Zehra
Show full item record
126
views
0
downloads
https://hdl.handle.net/11511/10785
Graduate School of Natural and Applied Sciences, Thesis

Suggestions

Three dimensional finite element analysis of a novel bracing system in small deep excavations
Özlü, Pelin; Toker, Nabi Kartal; Department of Civil Engineering (2012)
One of the most common retaining systems for deep excavations is by supporting a wall with multiple levels of anchors. In densely built urban areas, preventing soil movement with such a system can be very costly. Additionally, anchored walls are assumed and forced to act independently during design calculations, thus fail to take the advantage of the rigidity of the whole system at the corners of the excavation area. An alternative support system that uses the entire system is bracing of the walls with stru...
Three dimensional failure analysis of pin jointed composite laminates
Evcil, Ali; Parnas, Kemal Levend; Department of Mechanical Engineering (2000)
Three dimensional finite element modeling for the spudcan penetration into clayey seabed
Emren, Volkan; Huvaj Sarıhan, Nejan; Department of Civil Engineering (2015)
The penetration of the foundation for “jack-up rig” type offshore oil platform (spudcan) into a uniform clayey seabed is studied with three dimensional finite element modeling (Abaqus 6.14) using Coupled Eulerian Lagrangian method. Although there exists some analytical methods (InSafeJIP etc.) for the calculation of the spudcan bearing capacity, they frequently underestimate or overestimate the bearing capacity due to simplifications involved. For the spudcan geometry and soil properties used in this study,...
Three dimensional finite element modelling of the Erzincan Basin
Mohseni, Amir Hossein; Tokdemir, Turgut; Department of Engineering Sciences (1994)
Three dimensional modelling of transport processes in stratified coastal waters
Balas, L; Ozhan, E (1998-08-26)
A three dimensional baroclinic mathematical model is presented to compute the water levels and water particle velocity distributions in stratified coastal waters. The model system consists of hydrodynamic, transport and turbulence models. In the hydrodynamic model component, the Navier-Stokes equations are solved with the hydrostatic assumption and the Boussinesq approximation. The transport model consists of the pollutant transport model and the water temperature and salinity transport model. The variation...
Citation Formats
Z. Çağnan, “Three dimensional nonlinear dynamic analysis of a reinforced concrete frame building in Bolu,” Middle East Technical University, 2001.
METU IIS - Integrated Information Service open@metu.edu.tr