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Toplam kayıt 8, listelenen: 1-8
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 ...
Free Vibration Analysis of the Tube-in-Tube Tall Buildings with the Differential Transform Method
(Sage Publications Inc, 2014)
The Differential Transform method is an effective method used in recent years in the solving of differential equations. This study benefits from the use of the Differential Transform method in the preliminary free vibration ...
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 ...
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 ...
Kule Tipi Yapıların Dinamik Davranışının Belirlenmesi: Kırklareli Hızırbey Camii Minaresi Örneği
(2020)
Yapıların deprem davranışları çeşitli dinamik parametreler kullanılarak belirlenmektedir. Bu parametreler yapının mevcut yapısalözelliklerine, malzeme özelliklerine, sınır şartlarına ve hasar durumuna bağlı olarak elde ...
Free Vibration Analysis of Asymmetric-Plan Shear Wall and Core Buildings Using One-dimensional Finite Element
(Springer Heidelberg, 2013)
In this study, a method is presented for free vibration analysis of multi-storey asymmetric structures whose bearing system is composed of shear walls and cores. The multi-storey structure was modeled as an equivalent ...
Free Vibration Analysis of a Thin-Walled Beam with Shear Sensitive Material
(Hindawi Ltd, 2013)
This paper presents a method for a free vibration analysis of a thin-walled beam of doubly asymmetric cross section filled with shear sensitive material. In the study, first of all, a dynamic transfer matrix method was ...
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 ...