Now showing items 1-3 of 3

    • Effect Of Depth Of Ground Water On The Seismic Response Of Frame Type Buildings On Sand Deposits. Part I: Soil Response 

      Dikmen, S. Ümit; Türk, Ahmet Murat; Kıymaz, Güven (Springer, Po Box 17, 3300 Aa Dordrecht, Netherlands, 2009)
      Earthquake codes often times classify the subsoil based on their shear wave velocities which are mostly calculated based on the situ static conditions. However, it has been shown by various researchers that saturated sands ...
    • Subsurface characterization at ground failure sites in adapazari, Turkey 

      Bray, J. D.; Sancio, R. B.; Durgunoğlu, T.; Önalp, A.; Youd, T. L.; Stewart, J. P.; Seed, R. B.; Çetin, O. K.; Baturay, M. B.; Christensen, C.; Karadayılar, T. (ASCE-AMER SOC CIVIL ENGINEERS, 1801 ALEXANDER BELL DR, RESTON, VA 20191-4400 USA, 2004-07)
      Ground failure in Adapazari, Turkey during the 1999 Kocaeli earthquake was severe. Hundreds of structures settled, slid, tilted. and collapsed due in pail to liquefaction and ground softening. Ground failure was more severe ...
    • Sıvılaşma Olayına Kaotik Yaklaşım 

      Celasun, Şule; Öztürk, Yılmaz (İstanbul Kültür Üniversitesi Yayınları, 2006-07)
      Sıvılaşma ( liquefacion ) , Zemin Mekaniğinde, su içeren ince taneli kum kütlesinin bir titreşim hareketi sonucu sıvılaşarak oynak ve akısı hale gelmesi olarak tanımlanabilir. Böylece bir kütlenin bir yapının temel tabanını ...