Seismic performance assessment of a residential building in Düzce during the 12 November 1999 Düzce Earhquake.

Bayılı, Serhat


Seismic Vulnerability Assessment of Reinforced Concrete School Buildings in Turkey
Mazılıgüney, Levent; Yakut, Ahmet; Department of Civil Engineering (2020-10-21)
The walk-down and preliminary seismic vulnerability assessment procedures for low-to-mid-rise RC school buildings are examined by detailed analysis. The correlation of significant damage-inducing parameters and the performance is studied by using results obtained from detailed analysis. The databases of the Ministry of Environment and Urban Planning and the Governorship of İstanbul are used for this study. 321 RC School buildings that were assessed using the 2007 Turkish Earthquake Code were employed. The p...
Seismic vulnerability assessment of existing reinforced cocrete buildings in Turkey
Aydoğan, Volkan; Özcebe, Güney; Yücemen, M. Semih; Department of Civil Engineering (2003)
Seismic performance assessment of wide beam infill joist block frame structures in Turkey
Karaaslan, Enes; Erberik, Murat Altuğ; Department of Civil Engineering (2015)
Wide-beam frame buildings are prevalent in Turkey since 1980’s due to their advantageous characteristics such as ease of construction, construction speed and cost efficiency. However; according to recent experimental studies, wide beam systems demonstrate poor energy dissipation capacity under earthquake. The capacities of the wide-beams may not fully developed at the beam-column joints. The beam reinforcements that do not anchor to the core area of the columns may not reach their full capacities unless spe...
Seismic performance assessment and rehabilitation of existing rc buildings in Turkey
Yakut, Ahmet (null, 2016-01-01)
Seismic response of a rubble mound breakwater in Turkey
Yuksel, Y; Çetin, Kemal Önder; Ozguven, O; Isik, NS; Cevik, E; Sumer, BM (Thomas Telford Ltd., 2004-12-01)
This paper presents analyses of seismically induced deformations at Eregli Fishery Port breakwater during the 1999 Kocaeli (Izmit), Turkey earthquake. The paper discusses: (a) observed ground deformations and displacements after the earthquake; (b) the results of field investigations by means of borings including standard penetration tests; (c) analyses of observed deformation mechanisms by a suite of methods; and (d) the possible contribution of soil liquefaction rupture on the observed deformations.
Citation Formats
S. Bayılı, “Seismic performance assessment of a residential building in Düzce during the 12 November 1999 Düzce Earhquake.,” Middle East Technical University, 2002.