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Toplam kayıt 13, listelenen: 1-10
Retrofitting Effect on the Dynamic Properties of Model-Arch Dam with and without Reservoir Water Using Ambient-Vibration Test Methods
(Asce-Amer Soc Civil Engineers, 2016)
Continuous health monitoring and regular condition assessment is of vital importance for engineering structures in general and especially for arch dams. These structures can be exposed to many different loads such as ...
Finite element model updating of an arch type steel laboratory bridge model using semi-rigid connection
(Techno-Press, 2010)
This paper presents finite element analyses, experimental measurements and finite element model updating of an arch type steel laboratory bridge model using semi-rigid connections. The laboratory bridge model is a single ...
Estimation of Elasticity Modulus of a Prototype Arch Dam Using Experimental Methods
(Asce-Amer Soc Civil Engineers, 2012)
Using experimental methods, this study presents the estimation of the dynamic and static ( secant) elasticity modules of a prototype arch dam. These experimental methods are ambient vibration tests, uniaxial compression ...
Ambient Vibration-Based System Identification of a Medieval Masonry Bastion for Health Assessment using Nonlinear Analyses
(Walter De Gruyter Gmbh, 2018)
Earthquakes have underlined the need for health monitoring and safety assessment of engineering structures in general and especially historical heritage. These structures can be exposed to many different loads such as ...
Automated Model Updating of Historical Masonry Structures Based on Ambient Vibration Measurements
(Asce-Amer Soc Civil Engineers, 2018)
Finite-element (FE) model updating is a very effective procedure for determining the uncertainty parameters in a structural model and minimize differences between experimentally and analytically identified dynamic ...
Construction stage analysis of Humber Suspension Bridge
(Elsevier Science Inc, 2012)
Suspension bridges are widely used as engineering structures to across long spans and give rise to the usage of domains under the bridge. In the finite element analyses of suspension bridges, it is assumed that the structure ...
CFRP composite retrofitting effect on the dynamic characteristics of arch dams
(Elsevier Sci Ltd, 2015)
The purpose of this study is to investigate the effect of retrofitting dynamic characteristics of a damaged laboratory arch dam model, subsequently repaired with high-strength structural mortar and strengthened with composite ...
Determination of structural behavior of Bosporus suspension bridge considering construction stages and different soil conditions
(Techno-Press, 2014)
In this paper, it is aimed to determine the structural behavior of suspension bridges considering construction stages and different soil conditions. Bosporus Suspension Bridge connecting the Europe and Asia in Istanbul is ...
Non-destructive testing of an ancient Masonry Bastion
(Elsevier France-Editions Scientifiques Medicales Elsevier, 2016)
Historical masonry structures have seismic vulnerability and most damages and demolishes arise from the seismic actions like earthquakes. In this paper, the structural behavior of Zaganos Bastion is examined with experimental ...
Modal parameter identification of RC frame under undamaged, damaged, repaired and strengthened conditions
(Elsevier Sci Ltd, 2018)
Structures are built on a design and then damaged in time by natural and manmade effects, repaired and strengthened for reusing. Determination of the structural behavior is very important to avoid future disaster. Operational ...