International Journal of Structural Stability and Dynamics - v. 21, n. 7 (März 2021)

Erschienen:	März 2021

Autor(en)	Titel	Seite(n)
Dehghani, M.	Analysing the thermal post-buckling of composite plate containing an elliptical cut-out using a particle semi-energy method	2150088
Ma, Long Hao / Jiang, Xiang / Chen, Jie / Zhao, Yun Feng / Liu, Rong / Ren, Song	Analysis of damages in layered surrounding rocks induced by blasting during tunnel construction	2150089
Gao, Chu-Feng / Pan, Ying-Hui / Zhang, Wucheng / Rao, Jian-Xin / Huang, Yong	Buckling of two-directional functionally graded cylindrical beams based on a high-order cylindrical beam model	2150099
Jia, Ying-Qi / Wang, Chao / Zhang, Rui-Fu / Li, Ling-Zhi / Lu, Zhou-Dao	A double shape memory alloy damper for structural vibration control	2150098
Silvestri, P. / Pais, T. / Bassetti, M. / Gaggero, F.	Dynamic Characterisation of Steel Decks with Damping Material by Impact Test	2150096
Taczala, Maciej / Buczkowski, Ryszard / Kleiber, Michal	Elastic-plastic buckling and postbuckling finite element analysis of plates using higher order theory	2150095
Li, Ming / Sun, Yanguo / Lei, Yongfu / Liao, Haili / Li, Mingshui	Experimental study of the nonlinear torsional flutter of a long-span suspension bridge with a double-deck truss girder	2150102
Wang, Chen / Liu, Rongqiang / Huang, Jiangping	Geometrically nonlinear dynamic response of perforated plates by modified differential quadrature method	2150097
Zheng, Yanfeng / Wan, Hua-Ping / Zhang, Jingyao / Yang, Chao / Luo, Yaozhi / Ohsaki, Makoto	Local-Coordinate Representation for Spatial Revolute Clearance Joints Based on a Vector-Form Particle-Element Method	2150093
Asgarikia, Mehdi / Kakavand, Farshad	Minimum diameter of optimally located damping wire to maximize the fundamental frequencies of rotating blade using Timoshenko beam theory	2150090
Azimi, Milad / Moradi, Samad	Nonlinear Dynamic and Stability Analysis of an Edge Cracked Rotating Flexible Structure	2150091
Beheshti Aval, Seyed Bahram / Mohebian, Pooya	A Novel Optimization Algorithm Based on Modal Force Information for Structural Damage Identification	2150100
Li, Shanshan / Xiang, Ping / Wei, Biao / Zuo, Chengjun / Jiang, Lizhong / He, Weikun	A numerically scaled spring-friction system and validation by shaking table test	2150092
Zhang, Jin / Chen, Ke-Jian / Zeng, Yong-Ping / Yang, Zhen-Yu / Zheng, Shi-Xiong / Jia, Hong-Yu	Seismic Reliability analysis of Cable-Stayed Bridges Subjected to Spatially Varying Ground Motions	2150094
Yang, Judy P.	Theoretical Formulation of Three-Mass Vehicle Model for Vehicle-Bridge Interaction	2171004
Wang, Lidong / Bu, Xiumeng / Han, Yan / Zhu, Zhihui / Hu, Peng / Cai, C. S.	Time-Frequency Random Approach for Prediction of Subway Train-Induced Tunnel and Ground Vibrations	2150101

Autor(en)

Titel

Seite(n)

Dehghani, M.

Analysing the thermal post-buckling of composite plate containing an elliptical cut-out using a particle semi-energy method

2150088

Ma, Long Hao / Jiang, Xiang / Chen, Jie / Zhao, Yun Feng / Liu, Rong / Ren, Song

Analysis of damages in layered surrounding rocks induced by blasting during tunnel construction

2150089

Gao, Chu-Feng / Pan, Ying-Hui / Zhang, Wucheng / Rao, Jian-Xin / Huang, Yong

Buckling of two-directional functionally graded cylindrical beams based on a high-order cylindrical beam model

2150099

Jia, Ying-Qi / Wang, Chao / Zhang, Rui-Fu / Li, Ling-Zhi / Lu, Zhou-Dao

A double shape memory alloy damper for structural vibration control

2150098

Silvestri, P. / Pais, T. / Bassetti, M. / Gaggero, F.

Dynamic Characterisation of Steel Decks with Damping Material by Impact Test

2150096

Taczala, Maciej / Buczkowski, Ryszard / Kleiber, Michal

Elastic-plastic buckling and postbuckling finite element analysis of plates using higher order theory

2150095

Li, Ming / Sun, Yanguo / Lei, Yongfu / Liao, Haili / Li, Mingshui

Experimental study of the nonlinear torsional flutter of a long-span suspension bridge with a double-deck truss girder

2150102

Wang, Chen / Liu, Rongqiang / Huang, Jiangping

Geometrically nonlinear dynamic response of perforated plates by modified differential quadrature method

2150097

Zheng, Yanfeng / Wan, Hua-Ping / Zhang, Jingyao / Yang, Chao / Luo, Yaozhi / Ohsaki, Makoto

Local-Coordinate Representation for Spatial Revolute Clearance Joints Based on a Vector-Form Particle-Element Method

2150093

Asgarikia, Mehdi / Kakavand, Farshad

Minimum diameter of optimally located damping wire to maximize the fundamental frequencies of rotating blade using Timoshenko beam theory

2150090

Azimi, Milad / Moradi, Samad

Nonlinear Dynamic and Stability Analysis of an Edge Cracked Rotating Flexible Structure

2150091

Beheshti Aval, Seyed Bahram / Mohebian, Pooya

A Novel Optimization Algorithm Based on Modal Force Information for Structural Damage Identification

2150100

Li, Shanshan / Xiang, Ping / Wei, Biao / Zuo, Chengjun / Jiang, Lizhong / He, Weikun

A numerically scaled spring-friction system and validation by shaking table test

2150092

Zhang, Jin / Chen, Ke-Jian / Zeng, Yong-Ping / Yang, Zhen-Yu / Zheng, Shi-Xiong / Jia, Hong-Yu

Seismic Reliability analysis of Cable-Stayed Bridges Subjected to Spatially Varying Ground Motions

2150094

Yang, Judy P.

Theoretical Formulation of Three-Mass Vehicle Model for Vehicle-Bridge Interaction

2171004

Wang, Lidong / Bu, Xiumeng / Han, Yan / Zhu, Zhihui / Hu, Peng / Cai, C. S.

Time-Frequency Random Approach for Prediction of Subway Train-Induced Tunnel and Ground Vibrations

2150101

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International Journal of Structural Stability and Dynamics - v. 21, n. 7 (März 2021)

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International Journal of Structural Stability and Dynamics - v. 21, n. 7 (März 2021)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.