Quasi-static analysis of soil-pile interaction under earthquake loading

Download

082534.pdf

Date

1999

Author

Büyüklü, Merih

Metadata

Show full item record

Item Usage Stats

68
views

0
downloads

URI

https://hdl.handle.net/11511/2334

Collections

Graduate School of Natural and Applied Sciences, Thesis

Suggestions

OpenMETU
Core

Quasi-three-dimentional analysis and design turbomachinery blades with boundary layer coupling Ekici, Kıvanç; Akmandor, İ. Sinan; Eyi, Sinan; Department of Aeronautical Engineering (1997)
Quasi-static nonlinear seismic assessment of a fourth century A.D. Roman Aqueduct in Istanbul, Turkey Gonen, Semih; Pulatsu, Bora; Erdogmus, Ece; Karaesmen, Engin; Karaesmen, Erhan (2021-01-01) The majority of architectural heritage consists of load-bearing masonry components made up of stone units and relatively weak mortar joints, yielding potential weak planes for masonry structures where tension and shear failures are expected to occur. Advanced nonlinear analyses are required to simulate these phenomena and predict the corresponding nonlinear structural behavior of historic masonry constructions. In this context, this paper presents a model of a stone masonry Roman aqueduct (the Valens Aquedu...
Quasi-static solutions of elliptical, cylindrical-coupled parallel coplanar waveguide, and coupled parallel coplanar waveguide with finite ground planes Duyar, Mehmet; Akan, Volkan; Yazgan, Erdem; Bayrak, Mehmet (Wiley, 2007-07-01) This article presents the quasi-static analyses of elliptical-coupled parallel coplanar waveguide (ECP CPW), cylindrical-coupled parallel coplanar waveguide (CCP CPW), and coupled parallel coplanar waveguide (CP CPW) with finite ground planes. Conformal-mappi ng techniques have been used through the analyses. The obtained results show good agreement with IE3D electromagnetic-circuit solver software's simulations for the planar case. In addition, the results have been compared with others available in the li...
Quasi-three dimensional solution of compressible subsonic flow through turbomachines. Durmaz, Timur; Department of Mechanical Engineering (1981)
Quasi-three-dimensional numerical design of turbomachinery blades Uzol, Oğuz; Akmandor, İ. Sinan; Göğüş, Yalçın; Department of Aeronautical Engineering (1995)

Citation Formats

M. Büyüklü, “Quasi-static analysis of soil-pile interaction under earthquake loading,” Middle East Technical University, 1999.