Zobrazeno 1 - 10
of 51
pro vyhledávání: '"Mehrisadat Makki Alamdari"'
Publikováno v:
Health Monitoring of Structural and Biological Systems XVII.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0145e3c148f5e6a655e9a8ef4d60a955
https://doi.org/10.1117/12.2652865
https://doi.org/10.1117/12.2652865
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::db9a631160c0028df734821c0f72fcee
https://doi.org/10.2139/ssrn.4020089
https://doi.org/10.2139/ssrn.4020089
This paper presents results of numerical and experimental investigations for the feasibility assessment of drive-by bridge inspection, where the health status of a bridge is solely identified from the dynamic response of an inspection vehicle, passin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d9cecc2846f26f01340aed19425cc920
https://hdl.handle.net/10453/157331
https://hdl.handle.net/10453/157331
Autor:
Hamid Valipour, Ulrike Dackermann, Ali Akbarnezhad, Mehrisadat Makki Alamdari, A.A. Chiniforush
Publikováno v:
Journal of Constructional Steel Research. 161:244-257
This paper is the first part of a comprehensive experimental and numerical study on the vibration behaviour of innovative steel-timber composite (STC) floors under service loading conditions. Due to the lighter weight and lower inherent damping of ST
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::98c81d3f5ad0840c2740fd284130ae35
https://doi.org/10.1016/j.jcsr.2019.07.007
https://doi.org/10.1016/j.jcsr.2019.07.007
Autor:
Kamyar Kildashti, Yincai Zhou, Mehrisadat Makki Alamdari, Bruce R. Harvey, Linlin Ge, Zheyuan Du
Publikováno v:
Structure and Infrastructure Engineering. 15:1119-1136
In this article, the condition assessment of a cable-stayed bridge using remote sensing is presented. The displacement influence line (DIL) of the bridge under the live load tests is measured for a...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d63a06efaecfa4f7c5b6ef22bfe901a6
https://doi.org/10.1080/15732479.2019.1609529
https://doi.org/10.1080/15732479.2019.1609529
Publikováno v:
Engineering Structures. 185:1-14
This study proposes a new damage identification technique for condition assessment of bridge structures. The method is based on the concept of rotation influence line (RIL) at the bridge bearing locations, and solely relies on measurements obtained f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3d686df05dc79e2f9012bf7f3e11d3b
https://doi.org/10.1016/j.engstruct.2019.01.124
https://doi.org/10.1016/j.engstruct.2019.01.124
Autor:
Yang Wang, Nguyen Lu Dang Khoa, Ali Anaissi, Thierry Rakotoarivelo, Mehrisadat Makki Alamdari
Publikováno v:
Journal of Civil Structural Health Monitoring. 9:91-102
Road networks are critical assets supporting economies and communities. Despite budget and time constraints, road authorities strive to maintain them to ensure safety, ongoing service, and economic productivity. This paper proposes a virtual road net
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::21bb2318dc3c3db8edb5fb6a0db015c3
https://doi.org/10.1007/s13349-019-00323-0
https://doi.org/10.1007/s13349-019-00323-0
Publikováno v:
IEEE Geoscience and Remote Sensing Letters. 15:1877-1881
SqueeSAR, also known as advanced time-series interferometric synthetic aperture radar (ATS-InSAR) method, is a significant improvement of conventional persistent scatterer InSAR (PSInSAR), whereby the concepts of distributed scatterer (DS) and persis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a33acc2b6d4570f09fd4fa9e39458053
https://doi.org/10.1109/lgrs.2018.2864274
https://doi.org/10.1109/lgrs.2018.2864274
Publikováno v:
Structural Control and Health Monitoring. 27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cddf1eb232d0a94c1409cd1711ef5048
https://doi.org/10.1002/stc.2614
https://doi.org/10.1002/stc.2614