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Toplam kayıt 6, listelenen: 1-6
Dynamic response of a historical armory building using the finite element model validated by the ambient vibration test
(Sage Publications Ltd, 2018)
In this paper, the aim was to determine the nonlinear dynamic response of historical masonry armory buildings using a validated finite element model. Eight ambient vibration tests were conducted on the building, using three ...
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 ...
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 ...
Sensitivity-Based Model Updating of Building Frames using Modal Test Data
(Korean Society of Civil Engineers-Ksce, 2018)
Model updating is of significant importance in the actual analyses of real structures. The differences between experimental and numerical dynamic characteristics can be minimized by means of this procedure. This procedure ...