International Journal of Structural Stability and Dynamics - v. 19, n. 8 (août 2019)

Publié:	août 2019

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Ekici, Recep / Abaci, Vahdet Mesut / Reddy, J. N.	3D Micro-Structural Modeling of Vibration Characteristics of Smart Particle-Reinforced Metal-Matrix Composite Beams	1950078
Lai, S. K. / Yang, X. / Wang, C. / Liu, W. J.	An Analytical Study for Nonlinear Free and Forced Vibration of Electrostatically Actuated MEMS Resonators	1950072
Kecik, Krzysztof	Architecture and Optimization of a Low-Frequency Maglev Energy Harvester	1950097
Tian, Li / Rong, Kunjie / Bi, Kaiming / Zhang, Peng	A Bidirectional Pounding Tuned Mass Damper and Its Application to Transmission Tower-Line Systems under Seismic Excitations	1950056
Wang, Fengxia / Abedini, Amin / Alghamdi, Turki / Onsorynezhad, Saeed	Bimodal Approach of a Frequency-Up-Conversion Piezoelectric Energy Harvester	1950090
Zhan, Y. / Au, F. T. K.	Bridge Surface Roughness Identification Based on Vehicle–Bridge Interaction	1950069
Babaei, Hadi / Kiani, Yaser / Reza Eslami, M.	Buckling and Post-Buckling Analysis of Geometrically Imperfect FGM Pin-Ended Tubes Surrounded by Nonlinear Elastic Medium Under Compressive and Thermal Loads	1950089
Xie, Q. / Zhou, Y. X. / Zhan, Y. / Sze, K. Y. / Han, W. S.	A Comparative Study on the Beam and Continuum Finite Element Models for the Rail–Wheel Vibration	1950076
Wu, Zhengtian / Zhang, Yang / Ma, Weicheng	Computing Buckling Characteristics of Double-Layered Graphene Film Embedded in an Elastic Foundation	1950065
Corbi, Ileana / Corbi, Ottavia / Li, Haitao	A Constrained Energy Minimum Approach to Modal Dynamic Control of Vibrations in Ancient Nonlinear Structures	1950054
Mao, Qibo / Huang, Shizuo	Design of Tuneable Vibration Absorber by Using Inertial Actuator with Proof-Mass Acceleration Feedback	1950087
Zhao, Wuchao / Qian, Jiang	Dynamic Response and Shear Demand of Reinforced Concrete Beams Subjected to Impact Loading	1950091
Elias, Said / Matsagar, Vasant / Datta, T. K.	Dynamic Response Control of a Wind-Excited Tall Building with Distributed Multiple Tuned Mass Dampers	1950059
Sadeghi, Javad / Rabiee, Siamak / Khajehdezfuly, Amin	Effect of Rail Irregularities on Ride Comfort of Train Moving Over Ballast-Less Tracks	1950060
Dias, João Victor Fragoso / Oliveira, Janaina Pena Soares / Grobério Calenzani, Adenilcia Fernanda / Fakury, Ricardo Hallal	Elastic Critical Moment of Lateral-Distortional Buckling of Steel-Concrete Composite Beams under Uniform Hogging Moment	1950079
Ghodke, Sharad / Jangid, R. S.	An Empirical Formulation for the Damping Ratio of Shape Memory Alloy for Base-Isolated Structures	1950074
He, Kang / Chen, Yu	Experimental Investigation on Stability of Circular Steel Tubular Stub Columns at Elevated Temperatures Under Axial Compression	1950063
Zhou, Peng / Liu, Min / Xiao, Huigang / Li, Hui	Feasibility of Using a Negative Stiffness Damper to Two Interconnected Stay Cables for Damping Enhancement	1950058
Kamil, Ghanim Mohammed / Liang, Qing Quan / Hadi, Muhammad N. S.	Fire-Resistance of Eccentrically Loaded Rectangular Concrete-Filled Steel Tubular Slender Columns Incorporating Interaction of Local and Global Buckling	1950085
Ajaj, Rafic M. / Omar, Farag K. / Darabseh, Tariq T. / Cooper, Jonathan	Flutter of Telescopic Span Morphing Wings	1950061
Xiong, Jiecheng / Chen, Jun	A Generative Adversarial Network Model for Simulating Various Types of Human-Induced Loads	1950092
Van Binh, Phung / Duc, Nguyen Viet / Sergeevich, Prokopov Vladimir / Minh, Dang Hoang	Improved Generalized Procedure for Determining Critical State of a Thin-Walled Beam Under Combined Symmetric Loads	1950098
Lee, Joon Kyu / Lee, Byoung Koo	In-Plane Free Vibration of Uniform Circular Arches Made of Axially Functionally Graded Materials	1950084
Guo, Xiangying / Jiang, Pan / Yan, Wenhan / Lai, Siu-Kai / Zhang, Wei	Internal Resonance Responses of Rectangular Cross-Ply Composite Plates with Graphene Skins	1950057
Samadzad, M. / Rafiee-Dehkharghani, R. / Aref, A. J.	A Joint-Based Systematic Wave-Propagation Approach for Forced Vibration Analysis of Large Waveguide Systems	1950075
Pan, W. H. / Wang, C. M. / Zhang, H.	Matrix Method for Buckling Analysis of Frames Based on Hencky Bar-Chain Model	1950093
Yang, Rui / Wang, Dong-Mei / Liang, Ning / Guo, Yan-Feng	Maximum Vibration Transmissibility of Paper Honeycomb Sandwich Structures	1971003
Dan, Danhui / Xu, Zhaoyuan / Zhang, Kailong / Yan, Xingfei	Monitoring Index of Transverse Collaborative Working Performance of Assembled Beam Bridges Based on Transverse Modal Shape	1950086
Elyasi, Niloofar / Khoshnoudian, Faramarz / Khoshnoudian, Yasaman	A New Damage Index for Isolated Structures	1950055
Fu, Bo / Feng, De-Cheng / Jiang, Huanjun	A New Family of Explicit Model-Based Integration Algorithms for Structural Dynamic Analysis	1950053
Chen, Jie / Li, Qiu-Sheng	Nonlinear Dynamics of a Fluid–Structure Coupling Model for Vortex-Induced Vibration	1950071
Singha, M. K. / Kumari, Emarti / Rasool, Mehnaz / Kumar, Amit	Nonlinear Elastic Stability of Web Panels in Built-Up Members	1950064
Hoa, Le Kha / Trung, Nguyen-Thoi / Hoan, Pham Van / Ben, Pham Le	Nonlinear Instability Analysis of Functionally Graded Sandwich Truncated Conical Shells Reinforced by Stiffeners Resting on Elastic Foundations	1950082
Babaei, Hadi / Reza Eslami, M.	Nonlinear Snap-Through Instability of FGM Shallow Micro-Arches with Integrated Surface Piezoelectric Layers Based on Modified Couple Stress Theory	1950088
Phuong, Nguyen Thi / Nam, Vu Hoai / Trung, Nguyen Thoi / Duc, Vu Minh / Phong, Pham Van	Nonlinear Stability of Sandwich Functionally Graded Cylindrical Shells with Stiffeners Under Axial Compression in Thermal Environment	1950073
Shen, Hui-Shen / Xiang, Y. / Fan, Yin	Nonlinear Vibration of Thermally Postbuckled FG-GRC Laminated Beams Resting on Elastic Foundations	1950051
Du, C. F. / Zhang, D. G. / Zhang, J. S. / Fan, J. H.	Predicting Dynamic Behavior of Rotating Mindlin Plate Using Radial Point Interpolation Method	1950070
Wen, Y. / Tan, Q. / Chen, Z. L.	Qualified Geometric Stiffness for Linear Buckling and Second-Order Nonlinear Analysis of Framed Structures	1950094
Zheng, Yue / Xu, You-Lin / Zhan, Sheng	Seismic Responses and Collapse of a RC Pedestrian Cable-Stayed Bridge: Shake Table Tests	1950067
Liang, Hui / Guo, Shengshan / Tu, Jin / Li, Deyu	Seismic Stability Sensitivity and Uncertainty Analysis of a High Arch Dam-Foundation System	1950066
Etedali, Sadegh	Sensitivity Analysis on Optimal PID Controller for Nonlinear Smart Base-Isolated Structures	1950080
Zhou, Zhenhuan / Fan, Junhai / Lim, C. W. / Rong, Dalun / Xu, Xinsheng	A Size-Dependent Coupled Symplectic and Finite Element Method for Steady-State Forced Vibration of Built-Up Nanobeam Systems	1950081
Wu, Zhengtian / Zhang, Yang / Huan, Zhijie	Solving Post-Buckling Characteristic of Thermal-Resistance Films Attached to Glass Façade via an Optimization Method	1950068
Kumar, Amit / Singha, M. K. / Tiwari, Vikrant	Stability Analysis of Shear Deformable Trapezoidal Composite Plates	1971004
Su, Jie / Xiang, Yang / Ke, Liao-Liang / Wang, Yue-Sheng	Surface Effect on Static Bending of Functionally Graded Porous Nanobeams Based on Reddy's Beam Theory	1950062
Li, Yi / Zhou, Shengxi / Litak, Grzegorz	Uncertainty Analysis of Excitation Conditions on Performance of Nonlinear Monostable Energy Harvesters	1950052
Goyal, Raman / Majji, Manoranjan / Skelton, Robert E.	A Vector Approach for Analytical Dynamics of a System of Rigid Bars	1950083
Wang, Jing / Ren, Jiageng / Zhang, Yunlong	Vibration Analysis of Carbon Fiber-Reinforced Steel–Concrete Composite Beams Considering Shear-Slip Effects	1950077

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IssueID
31369
Publié(e) le:
14.08.2019
Modifié(e) le:
14.08.2019

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International Journal of Structural Stability and Dynamics - v. 19, n. 8 (août 2019)

Articles dans ce numéro

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International Journal of Structural Stability and Dynamics - v. 19, n. 8 (août 2019)

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.

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