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pro vyhledávání: '"Mehrisadat Makki Alamdari"'
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
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...
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
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
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
Publikováno v:
Structural Control and Health Monitoring. 27
Autor:
Elena Atroshchenko, Rafael O. Ruiz, Mehrisadat Makki Alamdari, P. Peralta, A. Calderon Hurtado
Publikováno v:
Journal of Sound and Vibration. 517:116503
Recently, a model of a piezoelectric energy harvester (PEH), based on bimorph Kirchhoff–Love plate of variable shape and constant thickness was developed and subsequently discretized using isogeometric analysis (IGA). The model describes a wide cla
Publikováno v:
Structural Health Monitoring. 18:87-102
© The Author(s) 2018. This article aims at developing a new framework to identify and assess progressive structural damage. The method relies solely on output measurements to establish the frequency response functions of a structure using cepstrum-b
Publikováno v:
Measurement. 122:648-657
A similarity searching technique is adopted to identify the impact force applied on a rectangular carbon fibre-epoxy honeycomb composite panel. The purpose of this study is to simultaneously identify both the location and magnitude of an unknown impa