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Akademický článek

Preparation and characterisation of monoclonal antibodies against the N protein of the SHpd/2012 strain of porcine epidemic diarrhoea virus

Autor: S.J. Ding, Y.R. Luo, S.T. Zhou, C. Xie, K. Wang, Y.Y. Xie, L. Cui, X.G. Hua, C.L. Yuan, Y.J. Zhou, Z.B. Yang

Publikováno v: Veterinární Medicína, Vol 63, Iss 10, Pp 468-475 (2018)

Porcine epidemic diarrhoea is caused by the porcine epidemic diarrhoea virus, and is a highly contagious disease which affects the intestines of new-born piglets resulting in intense diarrhoea. Historically, the virus has caused enormous economic los

Externí odkaz: https://doaj.org/article/fbc4757ccead48208547230cc5cd856e

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Experimental study of wake-induced instability of coupled parallel hanger ropes for suspension bridges

Autor: X.G. Hua, X. Lei, Huawei Niu, Q. Wen, Z.Q. Chen

Publikováno v: Engineering Structures. 167:175-187

Hangers in suspension bridges are usually composed of closely-spaced multiple cables, and they may suffer from server wind-induced vibrations due to the wake interference effect. The primary objective of this research was to examine the wake-induced

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::60e584e2d51e676207b3f74753e55aec
https://doi.org/10.1016/j.engstruct.2018.04.023

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Detection of Nodal Snap-through Instability in Reticulated Shell Structures Using Tilt Sensing of Members

Autor: X.G. Hua, Genda Chen, Tiantian Li, Ruoqiang Feng, Qiuhua Duan, Guirong Grace Yan

Publikováno v: Journal of Applied Nonlinear Dynamics. 7:25-44

Reticulated shell structures are usually built as roofs for venues where hundreds or even thousands of people assemble. Failure of this type of structure may endanger the safety of many people. This type of structure can fail due to either material f

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::6df3b570b1e3e92ba160b0f14c2a0ce2
https://doi.org/10.5890/jand.2018.03.003

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Experimental investigation of correction factor for VIV amplitude of flexible bridges from an aeroelastic model and its 1:1 section model

Autor: X.G. Hua, Z.Q. Chen, Shuai Zhou, W. Chen

Publikováno v: Engineering Structures. 141:263-271

Evaluation of the maximum amplitudes of vortex-induced vibrations (VIV) in suspension bridges is mainly relied upon section model wind tunnel tests of bridge decks. Extrapolation to prototype responses requires addition correction to take into accoun

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::84a59f6b0dab044bf2b70f6234672a63
https://doi.org/10.1016/j.engstruct.2017.03.023

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Modal parameter identification of a long-span footbridge by forced vibration experiments

Autor: Huawei Niu, Z.Q. Chen, Q. Wen, X.G. Hua, JM Guo

Publikováno v: Advances in Structural Engineering. 20:661-673

Performing forced vibration tests on full-scale structures is the most reliable way of determining the relevant modal parameters in structural dynamics, such as modal frequencies, mode shapes, modal damping, and modal masses. This study describes the

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::fa40f2e740372e2fb6c6e4effa1f68fb
https://doi.org/10.1177/1369433217698322

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Wind loads and effects on rigid frame bridges with twin-legged high piers at erection stages

Autor: Zhouquan Feng, Yan Han, Guoji Xu, X.G. Hua, Z.Q. Chen

Publikováno v: Advances in Structural Engineering. 20:1586-1598

This article presents a procedure for analyzing wind effects on the rigid frame bridges with twin-legged high piers during erection stages, taking into account all wind loading components both on the beam and on the piers. These wind loading componen

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::8d6d374f3b7bad1be4d9059a127e3611
https://doi.org/10.1177/1369433216684350

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Detection of member overall buckling in civil space grid structures based on deviation in normal strain along the member

Autor: Guirong Grace Yan, Ruoqiang Feng, X.G. Hua, Chen Fang, Yi Zhao

Publikováno v: Engineering Structures. 131:599-613

A number of structural collapses are initiated from losing stability locally. The monitoring and detection of instability is rarely studied in both research communities of structural health monitoring and structural stability. In order to capture mem

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::05bd55271f34a8230c11579f26fee76a
https://doi.org/10.1016/j.engstruct.2016.10.028

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Dynamic response analysis of spar-type floating wind turbines against ship collision

Autor: X.G. Hua, Bei Chen, Z.Q. Chen, Y.L. Ren

Publikováno v: Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications ISBN: 9780429426506
Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::a4551f6941e5b42a15b7a916240cc1c7
https://doi.org/10.1201/9780429426506-125

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Enhanced EMD-RDT Method for Output-Only Ambient Modal Identification of Structures

Autor: Zhouquan Feng, Z.Q. Chen, X.G. Hua, B. Zhao

Publikováno v: Journal of Aerospace Engineering. 32

An enhanced approach of empirical mode decomposition based random decrement technique (EMD-RDT) is proposed for output-only modal parameter identification of structures using ambient vibrat...

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ea5db1041157873a4f42406bf3d3eab4
https://doi.org/10.1061/(asce)as.1943-5525.0001034

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Evaluation of a pendulum pounding tuned mass damper for seismic control of structures

Autor: Wenxi Wang, X.G. Hua, Zhengqing Chen, Gangbing Song, Xiuyong Wang, Zhilin Yang

Publikováno v: Engineering Structures. 228:111554

The pendulum pounding tuned mass damper (PPTMD) is an effective passive control device for structures under harmonic excitations. The primary objective of this study is to evaluate the performance of PPTMD for vibration control of SDOF and MDOF struc

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::9ae57ca9352540fc930a69937b71679a
https://doi.org/10.1016/j.engstruct.2020.111554

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