Seismic analysis of multi degree of freedom elastic structures.

1973
Copuroglu, Ramazan
Show full item record
77
views
0
downloads
https://hdl.handle.net/11511/3890
Graduate School of Natural and Applied Sciences, Thesis

Suggestions

Seismic performance evaluation and analysis of steel structures with semi-rigid connections
Ön, Selim; Balkaya, Can; Department of Aerospace Engineering (2004)
At the design stage, column-beam connections of steel structures are assumed as fully rigid or as hinges, and the design is completed with these assumptions. On the other hand, in practice, steel column-beam connections show neither fully rigid nor fully hinge behaviour, and the characteristic behaviour of the connections lies between these two special cases. Performing realistic calculation of these forces and knowing the behaviour of structures close to reality will decrease life and goods losses to the m...
Seismic evaluation of reinforced concrete structures
Özateş, Balkan; Tankut, Tuğrul; Department of Civil Engineering (1999)
Seismic Performance Evaluation of Integral Bridges as a Function of Structural and Geotechnical Parameters
Dicleli, Murat (2010-08-30)
Seismic analysis of concrete gravity dams
Akpınar, Uğur; Binici, Barış; Department of Civil Engineering (2019)
After the industrial revolution, energy has become one of the important issues determining the internal and external policies of the countries. Nowadays, to meet the energy needs of future generations and to reduce the damage to the environment, renewable energy sources are utilized. At this point, hydroelectric energy offers a clean and renewable energy source alternative. In addition to many built dams, the necessity of controlling existing dam stock punctuates the importance of studies on the seismic des...
Seismic vulnerability, behavior and design of tunnel form building structures
Balkaya, C; Kalkan, E (Elsevier BV, 2004-12-01)
Multi-story reinforced concrete tunnel form buildings are one of the common structural types in regions prone to high seismic risk due to the buildings inherent earthquake resistance and ease of construction. Despite their good performance during earthquakes in 1999 in Turkey, and abundance of such structures scattered worldwide, current seismic codes and design provisions provide insufficient guidelines for their seismic design. As a compensatory measure, a series of modal and nonlinear static analyses are...
Citation Formats
R. Copuroglu, “Seismic analysis of multi degree of freedom elastic structures.,” Middle East Technical University, 1973.
METU IIS - Integrated Information Service open@metu.edu.tr