Yayın tarihi için İnşaat Mühendisliği Bölümü listeleme
Toplam kayıt 81, listelenen: 1-20
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Analytical Solution For Free Vibration Analysis of Beam on Elastic Foundation with Different Support Conditions
(Hindawi Ltd, 2013)Analytical solutions for free vibration analyses of a beam on elastic foundation are obtained for different support conditions. The analytical solutions are applied on three different axially loaded cases, namely; (1) one ... -
Effects of Blended-Cement Paste Chemical Composition Changes on Some Strength Gains of Blended-Mortars
(Hindawi, 2014)Effects of chemical compositions changes of blended-cement pastes (BCPCCC) on some strength gains of blended cement mortars (BCMSG) were monitored in order to gain a better understanding for developments of hydration and ... -
The Evaluation of Damage Mechanism of Unreinforced Masonry Buildings After Van (2011) and Elazig (2010) Earthquakes
(Iop Publishing Ltd, 2015)On March 8th, 2010 Karakocan-Elazig earthquake of magnitude 6.0 occurred at a region where masonry and adobe construction is very common Karakocan-Elazig is located in a high seismicity region on Eastern Anatolian Fault ... -
Experiments Of Tuned Liquid Damper (Tld) On The Reduced Shear Frame Model Under Harmonic Loads
(E D P Sciences, 2017)In this study shaking table tests which are applied on 3-Storey reduced shear frame models with TLD's subjected to harmonic loadings are presented. Firstly, free vibration experiments are conducted on the structure and 1st ... -
Determination Of Optimal Elastic Springs For Cantilever Beams Supported By Elastic Foundation
(Acad Sci Czech Republic, Inst Theoretical & Applied Mechanics, 2018)In this study, the optimum distribution of the elastic springs in which a built-in cantilever beam is seated, so as to minimize the shear force on the support of the beam, is investigated. The Fourier transform is applied ... -
A Site Amplification Model For Crustal Earthquakes
(Molecular Diversity Preservation International, 2018)A global dataset which is composed of more than 20,000 records is used to develop an empirical nonlinear soil amplification model for crustal earthquakes. The model also includes the deep soil effect. The soil nonlinearity ... -
Response of Pıle Foundatıons Under Cyclıc Loadıngs
(Fen Bilimleri Enstitüsü, 2019)The aim of this thesis is to investigate effects of different soil, pile and ground motion parameters on lateral displacement of the piles embedded in homogeneous and clean sand under cyclic loading. For this purpose, an ... -
Impact Resistance Of Deflection-Hardening Fiber Reinforced Concretes With Different Mixture Parameters
(2019)The impact behavior of deflection-hardening High Performance Fiber Reinforced Cementitious Concretes (HPFRCs) was evaluated herein. During the preparation of HPFRCs, fiber type and amount, fly ash to Portland cement ratio ... -
Optimal Design And Distribution Of Viscous Dampers For Shear Building Structures Under Seismic Excitations
(2019)Viscous dampers (VDs) are effective and widely used passive devices for the protection of civil structures, provided that appropriate design is carried out. For this purpose, optimal design and optimum distribution of VDs ... -
Effects Of The First Reinforcement Depth On Different Types Of Geosynthetics
(2019)This study investigates the performance of the first reinforcement layer depth for sand subbase of a road or construction by plate load laboratory tests. Unreinforced and reinforced experiments on different reinforcement ... -
A Method About Light Shelf Design To Provide Optimum Efficiency For Office Buildings On 30 Degrees & 45 Degrees Latitudes
(2019)Light shelf applications are one of the improved daylight system, help to contribute energy saving by using daylight effective. Latitude is an important parameter that affects the placement and efficiency of light shelf. ... -
Application Of Finite Difference Method In Determination Of Static Shear Stress Influence On Soil Liquefaction
(2019)The aim of this study is to investigate the effect of static shear stress on the liquefaction potential of soil, and to propose a closed-form solution that takes this effect into account. Two-dimensional finite-difference-based ... -
Editorial
(2019) -
Determining The Subgrade Modulus According To Physical Properties And Shear Strength Parameters Of Soil
(Fen Bilimleri Enstitüsü, 2019)In this thesis study; different from widely used but restricted number of existing approaches in the literature, subgrade reaction modulus is determined as a function of geometrical (width, thickness and length of foundation ... -
New Generation Geopolymer Binders Incorporating Construction Demolition Wastes
(Fen Bilimleri Enstitüsü, 2019)As a result of consistently expanding urban population, continuous development and industrialization of countries' economies around the world, construction and demolition industry gained prominence, despite the fact that ... -
Development Of Alternative Rapid Screening Method To Determine Regional Risk Distribution Of Masonry Structures
(Fen Bilimleri Enstitüsü, 2019-09-03)The seismic risk of buildings are of great concern of societies as the loss of buildings interests both the public administration and the insurance companies. More importantly, the collapse of the buildings unfortunately ... -
Influence of Mıxıng Methods on The Nox Reductıon Capabılıty and Electrıcal Propertıes of Photocatalytıc Cementıtıous Systems
(Fen Bilimleri Enstitüsü, 2020)Nitrogen Oxides (NOx) are a group of highly reactive and hazardous gases encompassing compounds ranging from nitrous to nitric acid. Air pollution caused by nitrogen oxides that are emitted to the atmosphere by industrial ... -
Influence Of Self Healıng On The Mechanıcal Propertıes Of Geopolymer Bınder Composıtes
(Fen Bilimleri Enstitüsü, 2020)Engineered geopolymer composites (EGC), is emerged through a combination of the geopolymer material developed as an alternative to Portland cement (PC), whose usage is increasing day by day with the growing population ...
