International Journal of Structural Stability and Dynamics - v. 22, n. 16 (juillet 2022)

Publié:	juillet 2022

Auteur(s)	Titre	Page(s)
Ji, Zhanling / Liu, Wen / Guo, Dilong / Yang, Guowei / Mao, Jun	Analysis of the fluid-structure coupling characteristics of a high-speed train passing through a tunnel
Siekierski, Wojciech	Analytical method to estimate the lateral restraint for unbraced top chords of Warren-truss bridges with independent cross-beam decks
Yu, Nan-ting / Huang, Xu-Hao / Xu, Xing-hao / Chen, Ze-min / Yuan, Wei-bin	An analytical solution for lateral-torsional buckling resistance of perforated cold-formed steel channel beams with circular holes in web
Wang, Y. J. / Yau, J. D. / Shi, J. / Urushadze, S.	Double sub-resonance mechanism in torsional-flexural vibrations of a double-track short bridge under a moving train
Zhu, Siyu / Li, Yongle / Xu, Xinyu	Dynamic analysis of wind--vehicle--bridge systems: An advanced hybrid method
Wang, Dida / Wang, Xi / Zhang, Yang / Wang, Tao / Fu, Guoqiang / Lu, Caijiang	Electromagnetic vibration absorber with tunable negative stiffness for variable frequency vibration control
Guo, Wenjie / Nie, Rui / Zhu, Xiang / Mao, Yida / Song, Lizhong / Zhang, Hong	Flexural wave band gaps in periodic bi-directionally orthogonal stiffened plates with holes
Lu, Pengzhen / Shi, Qingtian / Zhou, Yutao / Wu, Ying / Wang, Jiahao	Human-induced Vibration Annoyance Rate Model of Pedestrian Bridge Based on Stevens' Law
Eghbali, Mohammadreza / Hosseini, Seyed Amirhosein / hamidi, Babak Alizadeh	Mantari's higher-order shear deformation theory of sandwich beam with CNTRC face layers with porous core under thermal loading
Hu, Renkang / Hu, Shangtao / Yang, Menggang / Zhang, Yu	Metallic Yielding Dampers and Fluid Viscous Dampers for Vibration Control in Civil Engineering: A Review
Semenov, Alexey	Nonlinear Mathematical Model for Dynamic Buckling of Stiffened Orthotropic Shell Panels
Ri, Kwangchol / Kim, Kumchol / Yun, Cholil / Kim, Kwangchol / Choe, Tongil	Nonlinear vibration and stability analysis of flexible rotor supported on SFD by IHB method
Tran, Minh Thi / Cuong-Le, Thanh	A Nonlocal IGA Numerical Solution for Free Vibration and Buckling Analysis of Porous Sigmoid Functionally Graded (P-SFGM) Nanoplate
Yu, Jian / Jiang, Lizhong / Zhou, Wangbao	Study of the Target Earthquake-Induced Track Irregularity Spectrum under Transverse Random Earthquakes
Martins, Yuri L. D. / Del Prado, Zenon J. G. / Avila, Suzana M. / de Morais, Marcus V. G.	Vibration control of coupled wind tower-nacelle-blade system
Jahangiri, Milad / Hadianfard, Mohammad Ali / Najafgholipour, Mohammad Amir / Jahangiri, Mehdi	Vibration-Based Structural Damage Detection Using the Interactive Autodidactic School Optimization Algorithm Based on an Energy-Dissipation Method

Auteur(s)

Titre

Page(s)

Ji, Zhanling / Liu, Wen / Guo, Dilong / Yang, Guowei / Mao, Jun

Analysis of the fluid-structure coupling characteristics of a high-speed train passing through a tunnel

Siekierski, Wojciech

Analytical method to estimate the lateral restraint for unbraced top chords of Warren-truss bridges with independent cross-beam decks

Yu, Nan-ting / Huang, Xu-Hao / Xu, Xing-hao / Chen, Ze-min / Yuan, Wei-bin

An analytical solution for lateral-torsional buckling resistance of perforated cold-formed steel channel beams with circular holes in web

Wang, Y. J. / Yau, J. D. / Shi, J. / Urushadze, S.

Double sub-resonance mechanism in torsional-flexural vibrations of a double-track short bridge under a moving train

Zhu, Siyu / Li, Yongle / Xu, Xinyu

Dynamic analysis of wind--vehicle--bridge systems: An advanced hybrid method

Wang, Dida / Wang, Xi / Zhang, Yang / Wang, Tao / Fu, Guoqiang / Lu, Caijiang

Electromagnetic vibration absorber with tunable negative stiffness for variable frequency vibration control

Guo, Wenjie / Nie, Rui / Zhu, Xiang / Mao, Yida / Song, Lizhong / Zhang, Hong

Flexural wave band gaps in periodic bi-directionally orthogonal stiffened plates with holes

Lu, Pengzhen / Shi, Qingtian / Zhou, Yutao / Wu, Ying / Wang, Jiahao

Human-induced Vibration Annoyance Rate Model of Pedestrian Bridge Based on Stevens' Law

Eghbali, Mohammadreza / Hosseini, Seyed Amirhosein / hamidi, Babak Alizadeh

Mantari's higher-order shear deformation theory of sandwich beam with CNTRC face layers with porous core under thermal loading

Hu, Renkang / Hu, Shangtao / Yang, Menggang / Zhang, Yu

Metallic Yielding Dampers and Fluid Viscous Dampers for Vibration Control in Civil Engineering: A Review

Semenov, Alexey

Nonlinear Mathematical Model for Dynamic Buckling of Stiffened Orthotropic Shell Panels

Ri, Kwangchol / Kim, Kumchol / Yun, Cholil / Kim, Kwangchol / Choe, Tongil

Nonlinear vibration and stability analysis of flexible rotor supported on SFD by IHB method

Tran, Minh Thi / Cuong-Le, Thanh

A Nonlocal IGA Numerical Solution for Free Vibration and Buckling Analysis of Porous Sigmoid Functionally Graded (P-SFGM) Nanoplate

Yu, Jian / Jiang, Lizhong / Zhou, Wangbao

Study of the Target Earthquake-Induced Track Irregularity Spectrum under Transverse Random Earthquakes

Martins, Yuri L. D. / Del Prado, Zenon J. G. / Avila, Suzana M. / de Morais, Marcus V. G.

Vibration control of coupled wind tower-nacelle-blade system

Jahangiri, Milad / Hadianfard, Mohammad Ali / Najafgholipour, Mohammad Amir / Jahangiri, Mehdi

Vibration-Based Structural Damage Detection Using the Interactive Autodidactic School Optimization Algorithm Based on an Energy-Dissipation Method

Publicité

International Journal of Structural Stability and Dynamics - v. 22, n. 16 (juillet 2022)

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International Journal of Structural Stability and Dynamics - v. 22, n. 16 (juillet 2022)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.