Analysis of laterally loaded piles including soil yielding

Download
082626.pdf
1999
Güroğlu, Ebru
Show full item record
122
views
0
downloads
https://hdl.handle.net/11511/2317
Graduate School of Natural and Applied Sciences, Thesis

Suggestions

Analysis of ground-water in a stream-fissured awuired system.
Guray, Metin; Department of Civil Engineering (1983)
Analysis of frames containing shear walls.
Akgün, Ömer Riza; Department of Civil Engineering (1974)
Analysis of silo supporting ring beams and intermediate ring stiffeners
Zeybek, Özer; Topkaya, Cem; Department of Civil Engineering (2018)
Silos in the form of a cylindrical metal shell are commonly supported by a few discrete columns to permit the contained materials to be directly discharged. The discrete supports produce a circumferential non-uniformity in the axial membrane stresses in the silo shell. One way of reducing the non-uniformity of these stresses is to use a very stiff ring beam which partially or fully redistributes the stresses from the local support into uniform stresses in the shell. Another alternative is to use a combinati...
Analysis of one-dimensional ground-water flow in a nonuniform aquifer
Onder, H (American Society of Civil Engineers (ASCE), 1997-08-01)
A one-dimensional (1D) flow, resulting from a sudden rise or decline in the water stage of a flood channel in a composite aquifer, which consists of two different regions separated by a linear discontinuity parallel to the channel, is considered. Governing equations are solved analytically for appropriate initial and boundary conditions. The obtained solution allows the determination of water level fluctuations in both regions of the composite aquifer and the time-dependent flow rate to (or from) the aquife...
Analysis of earthquake loading, wind loading and ice loading effects on guyed masts
Yapar, Özgür; Yılmaz, Çetin; Department of Civil Engineering (2010)
Guyed masts are special type of structures that are widely used in the telecommunication industry. In the past, there was no guideline for seismic design of these types of structures in the corresponding design codes. On the other hand, in the latest “G” revision of the ANSI/TIA-EIA code there is a comprehensive design criterion for the seismic design of the guyed masts. However, during the design process of these structures the most common approach is to ignore the effect of seismic loading and use only th...
Citation Formats
E. Güroğlu, “Analysis of laterally loaded piles including soil yielding,” Middle East Technical University, 1999.
METU IIS - Integrated Information Service open@metu.edu.tr