المؤلفون: Chen Ling-kun, Jiang Li-zhong, Guo Wei, Liu Wen-shuo, Zeng Zhi-ping, Chen Ge-wei

المصدر: Shock and Vibration, Vol 2014 (2014)

مصطلحات موضوعية: Physics, QC1-999

وصف الملف: electronic resource

Relation: https://doaj.org/toc/1070-9622; https://doaj.org/toc/1875-9203

URL الوصول: https://doaj.org/article/af6f380ddcf64579961448eb9399c261

المؤلفون: Chen, Ge-Wei, Omenzetter, Piotr, Beskhyroun, Sherif

المصدر: Engineering Structures ; volume 229, page 111604 ; ISSN 0141-0296

الاتاحة: http://dx.doi.org/10.1016/j.engstruct.2020.111604
https://api.elsevier.com/content/article/PII:S014102962034205X?httpAccept=text/xml
https://api.elsevier.com/content/article/PII:S014102962034205X?httpAccept=text/plain

المؤلفون: Chen, Ge-Wei, Chen, Xinghua, Omenzetter, Piotr

المساهمون: Opening Fund of the Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University

المصدر: Engineering Structures ; volume 219, page 110953 ; ISSN 0141-0296

الاتاحة: http://dx.doi.org/10.1016/j.engstruct.2020.110953
https://api.elsevier.com/content/article/PII:S0141029619352022?httpAccept=text/xml
https://api.elsevier.com/content/article/PII:S0141029619352022?httpAccept=text/plain

المؤلفون: Chen, Ge-Wei, Omenzetter, Piotr, Beskhyroun, Sherif

المساهمون: University of Aberdeen.Engineering, University of Aberdeen.Energy

مصطلحات موضوعية: ambient vibrations, bridges, modal identification, operational modal analysis, system identification, weak excitation, TA Engineering (General). Civil engineering (General), TA

وصف الملف: application/octet-stream

Relation: Engineering Structures; 107473409; 5da8d16c-0978-47fc-9309-5bb2d75bd7d4; 85029582886; Chen , G-W , Omenzetter , P & Beskhyroun , S 2017 , ' Operational modal analysis of an eleven-span concrete bridge subjected to weak ambient excitations ' , Engineering Structures , vol. 151 , pp. 839-860 . https://doi.org/10.1016/j.engstruct.2017.08.066; ORCID: /0000-0001-9363-4878/work/36727234; http://hdl.handle.net/2164/11076

الاتاحة: http://hdl.handle.net/2164/11076
https://doi.org/10.1016/j.engstruct.2017.08.066

المؤلفون: Chen, Ge-Wei, Beskhyroun, Sherif, Omenzetter, Piotr

المساهمون: University of Aberdeen.Engineering, University of Aberdeen.Energy

مصطلحات موضوعية: Full scale testing, system identification, modal testing, bridge, eccentric mass shaker, amplitude dependent modal parameters, finite element model, TA Engineering (General). Civil engineering (General), TA

وصف الملف: application/pdf

Relation: Engineering Structures; 51ecb775-3e1a-4b16-b7a0-b914a036f084; 84947742648; 000366775600007; Chen , G-W , Beskhyroun , S & Omenzetter , P 2016 , ' Experimental investigation into amplitude-dependent modal properties of an eleven-span motorway bridge ' , Engineering Structures , vol. 107 , pp. 80-100 . https://doi.org/10.1016/j.engstruct.2015.11.002; ORCID: /0000-0001-9363-4878/work/21357344; http://hdl.handle.net/2164/7995

الاتاحة: http://hdl.handle.net/2164/7995
https://doi.org/10.1016/j.engstruct.2015.11.002

المؤلفون: Chen, Ge-Wei, Beskhyroun, Sherif, Omenzetter, Piotr

المساهمون: University of Aberdeen.Engineering, University of Aberdeen.Energy

مصطلحات موضوعية: TA Engineering (General). Civil engineering (General), TA

وصف الملف: application/pdf

Relation: Proceedings of the New Zealand Society for Earthquake Engineering Annual Conference 2014; d5223a1c-a23f-4b1e-80b1-d6598dfbec11; Chen , G-W , Beskhyroun , S & Omenzetter , P 2014 , Dynamic properties of an eleven-span motorway bridge at different levels of excitation . in Proceedings of the New Zealand Society for Earthquake Engineering Annual Conference 2014 . pp. 1-8 . https://doi.org/10.13140/2.1.4626.0801; http://hdl.handle.net/2164/4502

الاتاحة: http://hdl.handle.net/2164/4502
https://doi.org/10.13140/2.1.4626.0801

المؤلفون: Chen, Ge-Wei, Beskhyroun, Sherif, Omenzetter, Piotr

المساهمون: University of Aberdeen.Engineering, University of Aberdeen.Energy

مصطلحات موضوعية: TG Bridge engineering, TG

وصف الملف: application/msword

Relation: Proceedings of the 23rd Australasian Conference on the Mechanics of Structures and Materials; 3f3308cd-0e96-4a6a-8b04-a25b335f7743; Chen , G-W , Beskhyroun , S & Omenzetter , P 2014 , Experimental and analytical modal analysis of a multiple-span motorway bridge . in Proceedings of the 23rd Australasian Conference on the Mechanics of Structures and Materials . pp. 919-924 , 23rd Australasian Conference on the Mechanics of Structures and Materials , Byron Bay , United Kingdom , 9/12/14 . https://doi.org/10.13140/2.1.1346.7204; conference; http://hdl.handle.net/2164/4403

الاتاحة: http://hdl.handle.net/2164/4403
https://doi.org/10.13140/2.1.1346.7204

المؤلفون: Chen, Ge-Wei, Beskhyroun, Sherif, Omenzetter, Piotr

المساهمون: Cunha, A., Caetano, E., Ribeiro, P., Muller, G., University of Aberdeen.Engineering, University of Aberdeen.Energy

مصطلحات موضوعية: full-scale bridge, ambient vibration testing, forced vibration testing, eccentric mass shaker, frequency domain decomposition, stochastic subspace identification, modal parameters, experimental modal analysis, operational modal analysis, TG Bridge engineering, TG

وصف الملف: application/pdf

Relation: Proceedings of the 9th International Conference on Structural Dynamics EURODYN 2014; 92de7e8d-fb9c-4d6f-9b45-143443145e37; 84994417406; Chen , G-W , Beskhyroun , S & Omenzetter , P 2014 , Ambient and forced vibration testing of an eleven-span motorway off-ramp bridge . in A Cunha , E Caetano , P Ribeiro & G Muller (eds) , Proceedings of the 9th International Conference on Structural Dynamics EURODYN 2014 . European Association for Structural Dynamics (EASD) , pp. 2427-2434 . https://doi.org/10.13140/2.1.2528.9281; http://hdl.handle.net/2164/4406; http://paginas.fe.up.pt/~eurodyn2014/CD/program.html

الاتاحة: http://hdl.handle.net/2164/4406
https://doi.org/10.13140/2.1.2528.9281
http://paginas.fe.up.pt/~eurodyn2014/CD/program.html

المؤلفون: Chen, Ge-Wei

المصدر: Perspectives from Europe and Asia on Engineering Design and Manufacture ; page 459-467 ; ISBN 9789401570039 9781402022128

الاتاحة: http://dx.doi.org/10.1007/978-1-4020-2212-8_43
http://link.springer.com/content/pdf/10.1007/978-1-4020-2212-8_43

المؤلفون: Chen, Ling-kun, Zhang, Nan, Jiang, Li-zhong, Zeng, Zhi-ping, Chen, Ge-wei, Guo, Wei

المصدر: Journal of Central South University ; volume 21, issue 6, page 2425-2436 ; ISSN 2095-2899 2227-5223

الاتاحة: http://dx.doi.org/10.1007/s11771-014-2196-9
http://link.springer.com/content/pdf/10.1007/s11771-014-2196-9.pdf
http://link.springer.com/article/10.1007/s11771-014-2196-9/fulltext.html
http://link.springer.com/content/pdf/10.1007/s11771-014-2196-9

المؤلفون: Guo Wei, Jiang Li-zhong, Zeng Zhi-ping, Liu Wen-shuo, Chen Ge-wei, Chen Ling-kun

المصدر: Shock and Vibration, Vol 2014 (2014)

مصطلحات موضوعية: Engineering, Article Subject, business.industry, Mechanical Engineering, Attenuation, Structural engineering, Geotechnical Engineering and Engineering Geology, Condensed Matter Physics, Track (rail transport), Near fault, Directivity, Bridge (nautical), Finite element method, lcsh:QC1-999, Pulse (physics), Axle, Mechanics of Materials, business, lcsh:Physics, Civil and Structural Engineering

وصف الملف: text/xhtml

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0a93267cb3f970b94db0d34e6aa899bf
https://doaj.org/article/af6f380ddcf64579961448eb9399c261

المؤلفون: Ren, Wei-Xin, Xiao, Dan, Chen, Ge-Wei

المساهمون: National Natural Science Foundation of China

المصدر: Materials Science and Engineering: A ; volume 529, page 270-274 ; ISSN 0921-5093

الاتاحة: http://dx.doi.org/10.1016/j.msea.2011.09.028
https://api.elsevier.com/content/article/PII:S0921509311009889?httpAccept=text/xml
https://api.elsevier.com/content/article/PII:S0921509311009889?httpAccept=text/plain

المؤلفون: Chen, Ge-Wei

المصدر: 2016 8th International Conference on Intelligent Human-Machine Systems & Cybernetics (IHMSC); 2016, p341-344, 4p

المؤلفون: Chen, Ge Wei

المصدر: Applied Mechanics and Materials; August 2013, Vol. 353 Issue: 1 p2997-3000, 4p