International Journal of Structural Stability and Dynamics - v. 11, n. 6 (November 2011)

Erschienen:	November 2011

Autor(en)	Titel	Seite(n)
Mojahedi, M. / Zand, M. Moghimi / Ahmadian, M. T. / Babaei, M.	Analytic Solutions To the Oscillatory Behavior and Primary Resonance of Electrostatically Actuated Microbridges	1119-1137
Challamel, Noël / Mechab, Ismail / El Meiche, Noureddine / Krour, Baghdad	Buckling of Composite Nonlocal Or Gradient Connected Beams	1015-1033
Han, Q.	Controlled Synchronization for Master–slave Manipulators Based on Observed Ender Trajectory	1089-1102
Liu, Ming-Yi / Lin, Li-Chin / Wang, Pao-Hsii	Dynamic Characteristics of the Kao Ping Hsi Bridge Under Seismic Loading With Focus on Cable Simulation	1179-1199
Cheng, Yung-Chang / Chen, Chern-Hwa / Yang, Che-Jung	Dynamics Analysis of High-speed Railway Vehicles Excited By Wind Loads	1103-1118
Wang, C. M. / Tay, Z. Y. / Chowdhuary, A. N. R. / Duan, W. H. / Zhang, Y. Y. / Silvestre, N.	Examination of Cylindrical Shell Theories for Buckling of Carbon Nanotubes	1035-1058
Sharma, Ajay / Jangid, R. S.	Influence of High Initial Isolator Stiffness on the Seismic Response of A Base-isolated Benchmark Building	1201-1228
Huang, M. F. / Tse, K. T. / Chan, C. M. / Lou, W. J.	Integrated Structural Optimization and Vibration Control for Improving Wind-induced Dynamic Performance of Tall Buildings	1139-1161
Feng, Ruo-Qiang / Ye, Jihong / Wu, Yue / Shen, Shi-Zhao	Nonlinear Wind-resistant Design Method for Cable Net Façades	1163-1177
Shen, Hui-Shen	A Novel Technique for Nonlinear Analysis of Beams on Two-parameter Elastic Foundations	999-1014
Sangle, Keshav K. / Bajoria, Kamal M. / Talicotti, Rajshekar S.	Stability and Dynamic Analysis of Cold-formed Storage Rack Structures With Semirigid Connections	1059-1088

Autor(en)

Titel

Seite(n)

Mojahedi, M. / Zand, M. Moghimi / Ahmadian, M. T. / Babaei, M.

Analytic Solutions To the Oscillatory Behavior and Primary Resonance of Electrostatically Actuated Microbridges

1119-1137

Challamel, Noël / Mechab, Ismail / El Meiche, Noureddine / Krour, Baghdad

Buckling of Composite Nonlocal Or Gradient Connected Beams

1015-1033

Han, Q.

Controlled Synchronization for Master–slave Manipulators Based on Observed Ender Trajectory

1089-1102

Liu, Ming-Yi / Lin, Li-Chin / Wang, Pao-Hsii

Dynamic Characteristics of the Kao Ping Hsi Bridge Under Seismic Loading With Focus on Cable Simulation

1179-1199

Cheng, Yung-Chang / Chen, Chern-Hwa / Yang, Che-Jung

Dynamics Analysis of High-speed Railway Vehicles Excited By Wind Loads

1103-1118

Wang, C. M. / Tay, Z. Y. / Chowdhuary, A. N. R. / Duan, W. H. / Zhang, Y. Y. / Silvestre, N.

Examination of Cylindrical Shell Theories for Buckling of Carbon Nanotubes

1035-1058

Sharma, Ajay / Jangid, R. S.

Influence of High Initial Isolator Stiffness on the Seismic Response of A Base-isolated Benchmark Building

1201-1228

Huang, M. F. / Tse, K. T. / Chan, C. M. / Lou, W. J.

Integrated Structural Optimization and Vibration Control for Improving Wind-induced Dynamic Performance of Tall Buildings

1139-1161

Feng, Ruo-Qiang / Ye, Jihong / Wu, Yue / Shen, Shi-Zhao

Nonlinear Wind-resistant Design Method for Cable Net Façades

1163-1177

Shen, Hui-Shen

A Novel Technique for Nonlinear Analysis of Beams on Two-parameter Elastic Foundations

999-1014

Sangle, Keshav K. / Bajoria, Kamal M. / Talicotti, Rajshekar S.

Stability and Dynamic Analysis of Cold-formed Storage Rack Structures With Semirigid Connections

1059-1088

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International Journal of Structural Stability and Dynamics - v. 11, n. 6 (November 2011)

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International Journal of Structural Stability and Dynamics - v. 11, n. 6 (November 2011)

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.