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Cited article:
F. Moschas, S. Stiros
Int. J. Metrol. Qual. Eng., 3 3 (2012) 161-167
Published online: 2013-05-13
This article has been cited by the following article(s):
A method and its validation for measuring the absolute time-delay of the read-out system of a space electrostatic accelerometer
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Review of Scientific Instruments 94 (3) (2023)
DOI: 10.1063/5.0130286
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Experimental evaluation of the performance of arrays of MEMS accelerometers
Fanis Moschas and Stathis Stiros
Mechanical Systems and Signal Processing 116 933 (2019)
DOI: 10.1016/j.ymssp.2018.07.031
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Sensor Fault Diagnosis for Structural Health Monitoring Based on Statistical Hypothesis Test and Missing Variable Approach
Hai-Bin Huang, Ting-Hua Yi and Hong-Nan Li
Journal of Aerospace Engineering 30 (2) (2017)
DOI: 10.1061/(ASCE)AS.1943-5525.0000572
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Consistency of PPP GPS and strong-motion records: case study of Mw9.0 Tohoku-Oki 2011 earthquake
Panos Psimoulis, Nicolas Houlie, Michael Meindl and Markus Rothacher
Smart Structures and Systems 16 (2) 347 (2015)
DOI: 10.12989/sss.2015.16.2.347
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Online correction of drift in structural identification using artificial white noise observations and an unscented Kalman Filter
Eleni N. Chatzi and Clemente Fuggini
Smart Structures and Systems 16 (2) 295 (2015)
DOI: 10.12989/sss.2015.16.2.295
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Phase errors in accelerometer arrays: An analysis based on collocated sensors and FEM
Fanis Moschas, Dimitris Mouzoulas and Stathis Stiros
Soil Dynamics and Earthquake Engineering 78 32 (2015)
DOI: 10.1016/j.soildyn.2015.07.001
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PLL bandwidth and noise in 100 Hz GPS measurements
Fanis Moschas and Stathis Stiros
GPS Solutions 19 (2) 173 (2015)
DOI: 10.1007/s10291-014-0378-4
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Frequency-Domain Assessment of Integration Schemes for Earthquake Engineering Problems
Juana Arias-Trujillo, Rafael Blázquez and Susana López-Querol
Mathematical Problems in Engineering 2015 1 (2015)
DOI: 10.1155/2015/259530
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Rapid Decay of a Timber Footbridge and Changes in Its Modal Frequencies Derived from Multiannual Lateral Deflection Measurements
S. Stiros and F. Moschas
Journal of Bridge Engineering 19 (12) (2014)
DOI: 10.1061/(ASCE)BE.1943-5592.0000629
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