Mustafa Tolga Yılmaz

Department of Engineering Sciences
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Investigation of the effect of shearing rate on residual strength of high plastic clay
Akis, Ebru; Mekael, Ahmad; Yılmaz, Mustafa Tolga (Springer Science and Business Media LLC, 2020-01-09)
The residual shear strength on failure plane is a crucial parameter to be estimated for analysis of an active landslide. This strength must be determined precisely to build a reliable theoretical model for calculations. Th...
The 2014 seismic hazard model of the Middle East: overview and results
Şeşetyan, Karin; et. al. (Springer Science and Business Media LLC, 2018-08-01)
The Earthquake Model of Middle East (EMME) Project aimed to develop regional scale seismic hazard and risk models uniformly throughout a region extending from the Eastern Mediterranean in the west to the Himalayas in the e...
Predefined damage patterns for limit analysis on non-engineered masonry buildings
İçel, Cemal; Erberik, Murat Altuğ; Yılmaz, Mustafa Tolga (null; 2018-06-18)
Non-engineered masonry construction still constitutes a significant percentage of building stocks, especially in earthquake-prone Mediterranean, Asian and South American countries. It is not easy to quantify the seismic pe...
A comparison between maximum shear strain distribution in a uniformly elastic half layer and that in a layered viscoelastic medium due to the same free field motion
Dehghanian, Kaveh; Yılmaz, Mustafa Tolga (2016-09-23)
Site Specific Relationship for Strain Dependent Shear Modulus and Damping Using In Situ V S and High Strain Cyclic Test Results
Zehtab, Kaveh Hassan; Yılmaz, Mustafa Tolga (2016-08-18)
This study suggests a practical method for estimating site-specific strain dependent shear modulus and damping. The method uses in-situ shear wave velocity measurements and commercial cyclic laboratory tests on higher stra...
A practical method for utilization of commercial cyclic testing apparatuses for computation of site response in central Adapazari
Yılmaz, Mustafa Tolga; Zehtab, Kaveh Hassan (2014-08-01)
We suggest a practical method for estimating strain-modulus-damping relationships for utilization in equivalent-linear site response analyses, so that the necessity for more sophisticated sampling and testing procedures ca...
Geotechnical Field Observations from 23 October 2011 Van Earthquake (Mw=7.1)
Gülerce, Zeynep; Çetin, Kemal Önder; Yılmaz, Mustafa Tolga; Huvaj Sarıhan, Nejan; Ünsever, Yeşim Sema; Ünsal, Sevinç; Sağlam, Selman; Sandıkkaya, Mustafa Abdullah; Türkoğlu, Mehmet (null; 2012-10-17)
Site classification of Turkish national strong-motion stations
Sandikkaya, M. Abdullah; Yılmaz, Mustafa Tolga; Bakır, Bahadır Sadık; Yilmaz, Oezdogan (2010-07-01)
Since 1973, the General Directorate of Disaster Affairs of Turkey has deployed several strong-motion accelerographs at selected sites. Within the framework of the project entitled Compilation of National Strong Ground Moti...
Capacity of shallow foundations on saturated cohesionless soils under combined loading
Yılmaz, Mustafa Tolga; Bakır, Bahadır Sadık (Canadian Science Publishing, 2009-06-01)
Under seismically induced loading, shallow foundations commonly fail by overturning on saturated soils. While the excess pore pressures may have fully dissipated following construction, undrained conditions are typically p...
Binalar için Deprem Mühendisliği Temel İlkeler
Canbay, Erdem; Gülkan, Hakkı Polat; Yakut, Ahmet; Tankut, Tuğrul; Özcebe, Güney; Sucuoğlu, Haluk; Akkar, Dede Sinan; Ersoy, Uğur; Bakır, Bahadır Sadık; Yılmaz, Mustafa Tolga; Akyüz, Uğurhan (EVRİM YAYINLARI, 2008-01-01)
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