Betonarme çerçeve yapısal sistemlerin özel geometrili ve yüksek dayanımlı beton bloklar ile güçlendirilmesi

Strengthening of reinforced concrete frames by custom shaped high strength concrete masonry blocks Arslan, Güray; Polat, Mustafa Uğur; Department of Civil Engineering (2009) Located on one of the highly active seismic fault systems in the world, the building stock in Turkey is mainly composed of reinforced concrete frames with 4-5 stories. Due to design and construction deficiencies resulting from the use of unqualified personnel and insufficient supervision, many of these buildings lack lateral stiffness, ductility and strength. For many structures, there is a need to alleviate these deficiencies by means of some rehabilitation techniques prior to earthquakes. One approach als...
Precast concrete panel reinforced infill walls for seismic strengthening of reinforced concrete framed structures Baran, Mehmet; Tankut, Ali Tuğrul; Department of Civil Engineering (2005) The importance of seismic rehabilitation became evident with 1992 Erzincan Earthquake, after which a large number of reinforced concrete buildings damaged in recent earthquakes required strengthening as well as repair. In the studies related to rehabilitation, it has been realized that inadequate lateral stiffness is one of the major causes of damage in reinforced concrete buildings. Recently, economical, structurally effective and practically applicable seismic retrofitting techniques are being developed i...
Seismic strengthening of reinforced concrete frames with precast concrete panels Duvarcı, Murat; Tankut, Ali Tuğrul; Department of Civil Engineering (2003)
Betonarme yapıların güçlendirilmesinde kullanılan fiberli polimerler için alternatif ankraj metodları Binici, Barış(2006) Lifli polimerler kullanılarak yapılan güçlendirme projelerinin tasarımında ankraj ya da kenetlenme dayanımının önemli bir rolü vardır. Bu çalışmada, beton veya tuğla elemanların sıvalı veya sıvasız yüzeylerine yapıştırılmış karbon lifli polimerlerin (KLP) kesme dayanımlarının incelendiği deneysel ve analitik programlar sunulmuştur. Yapılan çalışma kapsamında çift eksen çekme deney düzeneği kullanılarak değişik ankaraj metotları denenmiştir. Deneyler neticesinde, yüzeyleri sıvalı beton veya yığma elemanlara ...
Energy based evaluation of RC frame structures Azizi, Mahyar; Erberik, Murat Altuğ; Department of Civil Engineering (2019) Nowadays, earthquake and structural engineers perceive that conventional seismic design method, which is based on force and strength, is not an adequate way of designing structures under ground motions. The reason is that the conventional seismic design method does not pay enough attention to inelastic displacements, plastic behavior of structures and duration of seismic motion. At the present time, there are new and popular alternatives to the force-based approach like displacement-based method, in which t...

Citation Formats

M. U. Polat and İ. Ö. Yaman, “Betonarme çerçeve yapısal sistemlerin özel geometrili ve yüksek dayanımlı beton bloklar ile güçlendirilmesi,” 2008. Accessed: 00, 2020. [Online]. Available: https://app.trdizin.gov.tr/publication/project/detail/TVRBeE5UZzQ.