Earthquake analysis of curved steel box-girder bridges

Download
056640.pdf
1996
Kazak, Ümit
Show full item record
92
views
0
downloads
https://hdl.handle.net/11511/10375
Graduate School of Natural and Applied Sciences, Thesis

Suggestions

Earthquake resistance of reinforced concrete structures
İyidal, Emre; Ersoy, Uğur; Department of Civil Engineering (2001)
Earthquake stresses and effective damping in concrete gravity dams
Akpinar, Ugur; Binici, Barış; Arıcı, Yalın (2014-03-01)
Dynamic analyses for a suite of ground of motions were conducted on concrete gravity dam sections to examine the earthquake induced stresses and effective damping. For this purpose, frequency domain methods that rigorously incorporate dam-reservoir-foundation interaction and time domain methods with approximate hydrodynamic foundation interaction effects were employed. The maximum principal tensile stresses and their distribution at the dam base, which are important parameters for concrete dam design, were ...
Earthquake performance of un-stiffened thin steel plate shear walls
Mörel, Osman Fuat; Yılmaz, Çetin; Department of Civil Engineering (2004)
In this study two dimensional steel frames, reinforced with un-stiffened thin steel panels, are investigated. In the first part of the study, the strip model, a method for analyzing un-stiffened thin steel plate shear walls, was investigated. Sensitivity studies to investigate the influence of the number of strip members to be used to in the strip model and their angle of inclination were conducted. In the second part, responses of various un-stiffened steel plate shear wall systems to lateral loads were in...
EARTHQUAKE RELIABILITY OF LIFELINE NETWORKS
Yücemen, Mehmet Semih; Kestel, Sevtap Ayşe (1994-07-14)
SEISMIC RISK ASSESSMENT OF AN INSTRUMENTED REINFORCED CONCRETE BUILDING
PAÇARIZI, FURKAN; Çelik, Ozan Cem; Department of Civil Engineering (2022-11)
The expected seismic performance of existing buildings during future earthquakes is always a concern for public administrations in pre- and post-earthquake planning as well as for general public. Seismic risk of these buildings, whether they will fulfill different performance-based design objectives when subjected to earthquake ground motions of different intensities, has to be evaluated. Such an evaluation for an existing building requires an accurate finite element model of the building. This study ...
Citation Formats
Ü. Kazak, “Earthquake analysis of curved steel box-girder bridges,” Middle East Technical University, 1996.
METU IIS - Integrated Information Service open@metu.edu.tr