Ara
Toplam kayıt 7, listelenen: 1-7
Land use effects to surface water quality of some watersheds in north Finland and north Turkey
(Taylor and Francis - Balkema, 2014)
[No abstract available]
Free Vibration Analysis of Frame Systems with Soil Structure Interaction
(Gazi Univ, 2020)
In this study, the change of periods of planar frames by considering the soil-structure interaction is examined. For this aim, 5 different soil classes which representing in Turkey seismic code are considered. In this ...
A study on investigating the properties of alkali-activated roller compacted concretes
(Techno-Press, 2021)
In this study, it was aimed to contribute to a more environmentally friendly concrete production by using alternative binders, which are waste or by-products that can be used instead of cement. For this purpose, alkali-activated ...
Free vibration analysis of asymmetric shear wall-frame buildings using modified finite element-transfer matrix method
(Techno-Press, 2013)
In this study, the modified finite element-transfer matrix methods are proposed for free vibration analysis of asymmetric structures, the bearing system of which consists of shear wall-frames. In the study, a multi-storey ...
Modified finite element-transfer matrix method for the static analysis of structures
(Techno-Press, 2012)
In this paper the Modified Finite Element-Transfer Matrix Method, which is the combination of Transfer Matrix Method and Finite Element Method, is applied to the static analysis of the structures. In the method, the structure ...
Lateral stability analysis of multistory buildings using the differential transform method
(Techno-Press, 2016)
The determination of the critical buckling load of multistory structures is important since this load is used in second order analysis. It is more realistic to determine the critical buckling load of multistory structures ...
A simplified method for free vibration analysis of wall-frames considering soil structure interaction
(Techno-Press, 2021)
In this study, a method for free vibration analysis of wall-frame systems built on weak soil is proposed. In the development of the method, the wall-frame system that constitutes the superstructure was modeled as flexural-shear ...