Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Shamim Pakzad,Caicedo Juan Conference proceedings 2016 The Society for Experim

GEM

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Yu. Dekhtyar,M. Komars,M. Sneiders building stands approximately 632?m and has 128 stories. It was designed with a double curtain wall system, where a triangular outer facade gradually shrinks and twists clockwise at approximately 120° along the height of the building. On May 8th, 2015, an Ambient Vibration testing was performed on

Immunoglobulin

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Kristyna Buzkova,Denisa Albrechtovaastructure Monitoring System (BCSIMS), funded by the Ministry of Transportation and Infrastructure (MoTI) BC, Canada. The BCSIMS is a real-time seismic monitoring program that continuously assesses the seismic conditions of the selected bridges in BC. As part of this seismic monitoring program, an A

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Dynamics of Civil Structures, Volume 2978-3-319-29751-4Series ISSN 2191-5644 Series E-ISSN 2191-5652

FEMUR

https://doi.org/10.1007/978-3-319-29751-4Modal Parameter Identification; Dynamic Testing of Civil Structures; Human Induced Vibrations of Civil

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Komal Jayaswal,Veerendra Sahu,B. R. Gurjarge existence and location are determined by statistical hypothesis testing of Discrete Cosine Transformation (DCT) coefficients avoiding the original signal recovery. In order to evaluate the performance of both algorithms, multiple damage scenarios are simulated in steel gusset plate model. The com