Performance of Rubble Mound and Caisson Type Breakwaters under Extreme Waves

Date

2016-11-20

Author

Doğan, Gözde Güney
Özyurt, Gülizar
Baykal, Cüneyt
Yalçıner, Ahmet Cevdet

Metadata

Show full item record

Item Usage Stats

36
views

0
downloads

URI

https://hdl.handle.net/11511/76885

Collections

Unclassified, Article

Suggestions

OpenMETU
Core

Performance of Rubble Mound and Caisson Type Breakwaters Under Extreme Waves Doğan, Gözde Güney; Özyurt Tarakcıoğlu, Gülizar; Baykal, Cüneyt (null; 2016-11-17)
Performance of a precast concrete beam-to-beam connection subject to reversed cyclic loading Korkmaz, HH; Tankut, T (Elsevier BV, 2005-08-01) This study was performed as one phase of an extensive research program focusing on the seismic behaviour of precast connections carried out in Middle East Technical University. The primary objective of the research program was to observe and investigate the seismic behaviour of the connection detail proposed by the collaborating company and the specimens with improved details, in order to develop a 11 moment resisting precast concrete beam-to-beam connection". In this study, six beam-beam connection subasse...
Performance of a Prestressed Concrete Pedestrian Bridge System under Equivalent Static Lateral Impact Loads Baran, Eray; French, Catherine (American Society of Civil Engineers (ASCE), 2013-08-01) The resistance of prestressed concrete through-girder (PCTG) pedestrian bridges to lateral loads was studied in response to the increasing number of vehicular impacts in the United States. This research was motivated by the lack of reported studies analyzing the behavior of such bridges to lateral impact loads, as well as their potential vulnerability in comparison with bridges that are better able to redistribute and transfer locally applied impact loads through alternate load paths. Pedestrian bridges are...
Performance of concrete gravity dams under earthquake effects Soysal, Berat Feyza; Arıcı, Yalın; Department of Civil Engineering (2014) Concerns about the seismic safety of gravity dams have increased with the construction of numerous new dams in the developing world as well as the need for the evaluation of existing dam stock in the developed countries. The common procedure for the design of concrete gravity dams has been linear analyses: there is scant experience on the design of such systems using nonlinear analyses as the post-linear behavior and performance limits of gravity dam monoliths are not well known. This study is focused on th...
Performance of Rammed Aggregate Piers Designed Under A Railway Embankment Kurt Bal, Ece; Öner, Lale; Çetin, Kemal Önder (2014-09-11)

Citation Formats

G. G. Doğan, G. Özyurt, C. Baykal, and A. C. Yalçıner, “Performance of Rubble Mound and Caisson Type Breakwaters under Extreme Waves,” 2016, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/76885.