Zobrazeno 1 - 10
of 49
pro vyhledávání: '"Kerop D. Janoyan"'
Publikováno v:
Building and Environment. 129:15-25
Occupancy-based strategies for reducing energy used for heating, ventilating, and air conditioning (HVAC) benefit building owners and help meet state and federal energy and climate goals. However, this value has not previously been quantified beyond
Publikováno v:
Journal of Structural Integrity and Maintenance. 2:234-248
This paper discusses the load testing of a three-span simply supported multi-girder/stringer bridge superstructure in northern New York. The first part of the testing deployed a custom deve...
Publikováno v:
Engineering Computations. 34:1642-1657
Purpose The application of reduced order models (ROMs) in the aerodynamic/aeroelastic analysis of long-span bridges, unlike the aeronautical structures, has not been extensively studied. ROMs are computationally efficient techniques, which have been
Publikováno v:
Structure and Infrastructure Engineering. 10:551-567
As highway bridges continue to deteriorate given the increased service life, increase in vehicle demand and exposure to harsh environmental climates, new methods of monitoring their in situ performance are of high priority. Damage within the structur
Damage detection of mechanical structures such as bridges is an important research problem in civil engineering. Using spatially distributed sensor time series data collected from a recent experiment on a local bridge in upper state New York, we stud
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f51c4cf986d8a34ac085fe81a1cb3ce8
http://arxiv.org/abs/1612.09340
http://arxiv.org/abs/1612.09340
Publikováno v:
Sensor Review. 32:296-309
PurposeThe purpose of this paper is to further validate a wireless sensor system developed at Clarkson University for structural monitoring of highway bridges. The particular bridge monitored employs a fiber reinforced polymer (FRP) panel system whic
Autor:
Kerop D. Janoyan, Matthew J. Whelan
Publikováno v:
Journal of Bridge Engineering. 17:151-160
The dynamic response of a three-span reinforced concrete deck on steel girder skew bridge supported by elastomeric bearings is investigated both experimentally and analytically. The case study presents modal parameter estimates obtained from a large-
Publikováno v:
Structural Control and Health Monitoring. 20:1-15
SUMMARY This paper presents the health monitoring of an experimental bridge model using Hilbert–Huang transform of transient vibration data. The Hilbert–Huang transform involves decomposition of vibration data into ‘intrinsic mode functions’
Publikováno v:
Structure and Infrastructure Engineering. 7:369-378
Discussed in this paper is the deployment of a dense wireless sensor system on a short span integral abutment bridge superstructure located in St. Lawrence County, New York. The Wireless Sensor Solution (WSS) is designed specifically for diagnostic b
Publikováno v:
Computer-Aided Civil and Infrastructure Engineering. 26:560-579
This article focuses on the deployment of a wireless sensor system (WSS) developed at Clarkson University for structural monitoring purposes. The WSS is designed specifically for diagnostic bridge monitoring, providing independent conditioning for ac