International Journal of Structural Stability and Dynamics - v. 22, n. 11 (avril 2022)

Publié:	avril 2022

Auteur(s)	Titre	Page(s)
Zhang, Xia / Chen, Enli / Li, Lingyun / Si, Chundi	Development of the Dynamic Response of Curved Bridge Deck Pavement Under Vehicle–Bridge Interactions
Zhang, Xiyin / Guan, Jiada / Chen, Xingchong / Pei, Wansheng / Yu, Shengsheng / Wang, Yi / Wang, Wanping	Effect of Permafrost on Seismic Performance of Railway Bridge Pile Foundation with Elevated Cap
Shen, Yonggang / Wang, Chengquan / Gan, Yong / Chen, Dongqiang / Kolli, Sumanth	Effect of Strain Rate on the Compressive Behavior of Polyurethane Bonding
Gao, Yuan / Huang, Huaiwei	Energy Absorption Characteristics and Functional Gradient Optimization of a Hybrid Honeycomb
Wei, Wan-Li / Chen, Ye-Qing / Ren, Xin-Jian / Wang, Jian-Hui / Wang, Zhen-Qing / Ma, Shang	Experimental and Numerical Study on the Influence of Plastic-Modified Concrete as Attenuation Layer on Explosion Effect
He, Jia / Deng, Baichuan / Hua, Xugang / Zhang, Xiaoxiong / Yang, Ou	Joint Estimation of Multi-Scale Structural Responses and Unknown Loadings Based on Modal Kalman Filter Without Using Collocated Acceleration Observations
Kaewunruen, Sakdirat / Sresakoolchai, Jessada / Stittle, Henry	Machine Learning to Identify Dynamic Properties of Railway Track Components
Pala, Yaşar / Kahya, Çağlar	A Method Based on Riccati Equation for the Vibration Analysis of Rods with Variable Cross-Sections
Ghasemi, S. E. / Gouran, Sina	Nonlinear Analysis on Flow-Induced Vibration of Single-Walled Carbon Nanotubes Employing Analytical Methods
Wang, Xi / Xu, Zhenyuan / Wang, Dida / Wang, Tao / Fu, Guoqiang / Lu, Caijiang	Optimization Design of the Magnetic Multi-Mass Damper for Multi-Frequency Vibration Suppression
Chennit, Mohamed / Ahmed-Chaouch, Ali / Saidani, Messaoud / Bourzam, Abdelkrim	Periods and Mode Shapes for Uniform Shear Wall Buildings: Importance of Selecting the Appropriate Dynamic Behavior
Peng, Zhuang / Luyao, Wei / Miao, Han	Seismic Performance Assessment of a Single-Layer Spherical Lattice Shell Structure with Multifunctional Friction Pendulum Bearings
Xiong, Chen / Liu, Yousen / Xie, Linlin / Li, Qiangsheng	Seismic Performance Control of Tall Buildings Using a Novel Self-Centering Shear Wall System
Yang, Y. B. / Jiang, P. X. / Liu, Y. Z.	Straight-Beam Approach for Analyzing Lateral Buckling of Thin-Walled Curved I-Beams
Li, Hao / Yang, Chengliang / Wang, Shaoxin / Su, Ping / Zhu, Youqiang / Zhang, Xingyun / Peng, Zenghui / Mu, Quanquan	Study on the Nonlinear Dynamic Characteristics of Spherical Rubber Isolators by Experiments and Simulations Based on Harmonic Balance Method
Heydarpour, Yasin / Malekzadeh, Parviz / Zhu, Hanxing	Three-Dimensional Response of Multilayer FG-GPLRC Spherical Panels Under Blast Loading

Auteur(s)

Titre

Page(s)

Zhang, Xia / Chen, Enli / Li, Lingyun / Si, Chundi

Development of the Dynamic Response of Curved Bridge Deck Pavement Under Vehicle–Bridge Interactions

Zhang, Xiyin / Guan, Jiada / Chen, Xingchong / Pei, Wansheng / Yu, Shengsheng / Wang, Yi / Wang, Wanping

Effect of Permafrost on Seismic Performance of Railway Bridge Pile Foundation with Elevated Cap

Shen, Yonggang / Wang, Chengquan / Gan, Yong / Chen, Dongqiang / Kolli, Sumanth

Effect of Strain Rate on the Compressive Behavior of Polyurethane Bonding

Gao, Yuan / Huang, Huaiwei

Energy Absorption Characteristics and Functional Gradient Optimization of a Hybrid Honeycomb

Wei, Wan-Li / Chen, Ye-Qing / Ren, Xin-Jian / Wang, Jian-Hui / Wang, Zhen-Qing / Ma, Shang

Experimental and Numerical Study on the Influence of Plastic-Modified Concrete as Attenuation Layer on Explosion Effect

He, Jia / Deng, Baichuan / Hua, Xugang / Zhang, Xiaoxiong / Yang, Ou

Joint Estimation of Multi-Scale Structural Responses and Unknown Loadings Based on Modal Kalman Filter Without Using Collocated Acceleration Observations

Kaewunruen, Sakdirat / Sresakoolchai, Jessada / Stittle, Henry

Machine Learning to Identify Dynamic Properties of Railway Track Components

Pala, Yaşar / Kahya, Çağlar

A Method Based on Riccati Equation for the Vibration Analysis of Rods with Variable Cross-Sections

Ghasemi, S. E. / Gouran, Sina

Nonlinear Analysis on Flow-Induced Vibration of Single-Walled Carbon Nanotubes Employing Analytical Methods

Wang, Xi / Xu, Zhenyuan / Wang, Dida / Wang, Tao / Fu, Guoqiang / Lu, Caijiang

Optimization Design of the Magnetic Multi-Mass Damper for Multi-Frequency Vibration Suppression

Chennit, Mohamed / Ahmed-Chaouch, Ali / Saidani, Messaoud / Bourzam, Abdelkrim

Periods and Mode Shapes for Uniform Shear Wall Buildings: Importance of Selecting the Appropriate Dynamic Behavior

Peng, Zhuang / Luyao, Wei / Miao, Han

Seismic Performance Assessment of a Single-Layer Spherical Lattice Shell Structure with Multifunctional Friction Pendulum Bearings

Xiong, Chen / Liu, Yousen / Xie, Linlin / Li, Qiangsheng

Seismic Performance Control of Tall Buildings Using a Novel Self-Centering Shear Wall System

Yang, Y. B. / Jiang, P. X. / Liu, Y. Z.

Straight-Beam Approach for Analyzing Lateral Buckling of Thin-Walled Curved I-Beams

Li, Hao / Yang, Chengliang / Wang, Shaoxin / Su, Ping / Zhu, Youqiang / Zhang, Xingyun / Peng, Zenghui / Mu, Quanquan

Study on the Nonlinear Dynamic Characteristics of Spherical Rubber Isolators by Experiments and Simulations Based on Harmonic Balance Method

Heydarpour, Yasin / Malekzadeh, Parviz / Zhu, Hanxing

Three-Dimensional Response of Multilayer FG-GPLRC Spherical Panels Under Blast Loading

Publicité

International Journal of Structural Stability and Dynamics - v. 22, n. 11 (avril 2022)

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International Journal of Structural Stability and Dynamics - v. 22, n. 11 (avril 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.