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Journal articles on the topic 'Structural analysis (Engineering) Finite strip method'

Author: Grafiati

Published: 4 June 2021

Last updated: 16 February 2022

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1

Mańko, Zbigniew. "Thermal analysis of engineering structure by the finite strip method." Canadian Journal of Civil Engineering 13, no. 6 (December 1, 1986): 761–68. http://dx.doi.org/10.1139/l86-111.

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In order to calculate internal forces of a structure resulting from heat input, it is necessary to know how thermal conduction in relation to specific material properties and boundary conditions determines the temperature distribution at various points of the structure. The finite strip method (FSM) is very suitable for the analysis of heat and temperature distribution, heating, and thermal conduction in engineering structures. It (FSM) is especially suitable for those structures of rectangular shape and of identical edge conditions.The work presented illustrates several examples for various types of engineering structures utilizing the FSM for the analysis of thermal conduction and heat and temperature distribution, such as, for instance, the welding of several joined elements with linear welds made at a specified speed or as point welds. Types of structures subject to thermal analysis may be bars, shields, square and rectangular plates, steel orthotropic plates, steel and combined girders (steel–concrete), and box girders. The obtained results may be useful in engineering practice for determining actual temperatures and load capacities in individual elements of the construction. Key words: structural engineering, thermal analysis, finite strip method, heating, thermal conduction, temperature, engineering structures.

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2

Ekhande, Shantaram G., and George Abdel-Sayed. "Application of compound finite strip method in soil–steel structures." Canadian Journal of Civil Engineering 16, no. 4 (August 1, 1989): 426–33. http://dx.doi.org/10.1139/l89-072.

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The method of compound finite strip is applied for the three-dimensional analysis of corrugated soil–steel structures with and without curved stiffeners. Displacement functions are suggested for the analysis of soil–steel structures during and after backfilling. The eccentricity between the middle surfaces of stiffened elements and the adjacent shell elements is considered in the displacement functions so that the continuity of the shell is satisfied between the strips. The formulation presented herein incorporates the stiffness contribution of surrounding soil media directly in the strip element stiffness matrix. Examples of soil–steel structures are analyzed by the proposed method and the results are compared with experimental results. Key words: cylindrical shells, finite strip, soil–steel structures, stiffeners.

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3

Cheung, M. S., Wenchang Li, and L. G. Jaeger. "Spline finite strip analysis of continuous haunched box-girder bridges." Canadian Journal of Civil Engineering 19, no. 4 (August 1, 1992): 724–28. http://dx.doi.org/10.1139/l92-080.

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In this technical note, a spline finite strip for curved bottom flange of box-girder bridges is developed so that the spline finite strip method is extended to the analysis of continuous haunched box-girder bridges. This method is more capable in dealing with concentrated loads and is more flexible in treating discrete support conditions than the semi-analytical finite strip method. Key words: finite strip, box-girder bridges, spline function, structural analysis, composite.

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4

Ho, D., and L. G. Tham. "Analysis of plates by finite strip method." Computers & Structures 52, no. 6 (September 1994): 1283–91. http://dx.doi.org/10.1016/0045-7949(94)90192-9.

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5

Cheung, M. S., and Wenchang Li. "Finite strip analysis of continuous structures." Canadian Journal of Civil Engineering 15, no. 3 (June 1, 1988): 424–29. http://dx.doi.org/10.1139/l88-057.

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The eigenfunctions of a continuous beam are found numerically. The folded plate type of finite strip with intermediate supports is formulated by combining such an eigenfunction in the longitudinal direction with an appropriate finite element shape function in the transverse direction. The numerical examples given in this paper, such as the continuous beam and plate, demonstrate the advantages of this method: simplicity, accuracy, and convenience. Key words: finite strip, continuous structure, eigenfunction, folded plate, plate bending.

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6

Cheung, M. S., Wenchang Li, and L. G. Jaeger. "Improved finite strip method for nonlinear analysis of long-span cable-stayed bridges." Canadian Journal of Civil Engineering 17, no. 1 (February 1, 1990): 87–93. http://dx.doi.org/10.1139/l90-011.

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As the spans of cable-stayed bridges increase, the degree of nonlinearity of structural response increases markedly. For future spans greater than (say) 800 m, existing three-dimensional software then becomes very time consuming and costly, and a finite strip approach becomes more attractive and preferable. An improved finite strip method using two types of longitudinal shape functions is developed in this paper for the analysis of girders of such bridges. The nonlinearities due to sag and angle change of the cables are taken into account by means of catenary theory. The substructuring technique and the modified Newton–Raphson iteration method are used for nonlinear solutions. A number of numerical examples are given to show the accuracy and efficiency of this method. Key words: finite strip, continuous structure, cable-stayed bridge, substructuring, catenary, nonlinearity, iteration.

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7

Zhu, D. S., and Y. K. Cheung. "Postbuckling analysis of shells by spline finite strip method." Computers & Structures 31, no. 3 (January 1989): 357–64. http://dx.doi.org/10.1016/0045-7949(89)90383-0.

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8

Cheung, M. S., S. F. Ng, and J. Q. Zhao. "Analysis of curved reinforced concrete slab bridges by the spline finite strip method." Canadian Journal of Civil Engineering 20, no. 5 (October 1, 1993): 855–62. http://dx.doi.org/10.1139/l93-111.

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A layered spline finite strip model for the analysis of reinforced concrete slab bridges is presented in this paper. The natural coordinates ξ–η are adopted to make the method suitable for arbitrary curved slab bridges. A material model based on orthotropic nonlinear elasticity is employed to represent the property of plain concrete. Reinforcement is modeled as an elastoplastic strain-hardening material. The Newton–Raphson method and relaxation techniques are used to solve the nonlinear stiffness equation. Numerical examples are provided to demonstrate the efficiency and accuracy of the model. Key words: spline finite strip method, curved slab bridges, reinforced concrete, nonlinear analysis.

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9

Cheung, M. S., G. Akhras, and W. C. Li. "Large Thermal Deflection Analysis of Composite Plates Using Finite Strip Method." Advances in Structural Engineering 2, no. 2 (April 1999): 137–47. http://dx.doi.org/10.1177/136943329900200206.

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10

Ng, S. F., M. S. Cheung, and Zhong Bingzhang. "Finite Strip Method for Analysis of Structures with Material Nonlinearity." Journal of Structural Engineering 117, no. 2 (February 1991): 489–500. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:2(489).

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11

Lau, David T., M. S. Cheung, and S. H. Cheng. "3D Flutter Analysis of Bridges by Spline Finite-Strip Method." Journal of Structural Engineering 126, no. 10 (October 2000): 1246–54. http://dx.doi.org/10.1061/(asce)0733-9445(2000)126:10(1246).

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12

van Erp, G. M., and C. M. Menken. "Initial post-buckling analysis with the spline finite-strip method." Computers & Structures 40, no. 5 (January 1991): 1193–201. http://dx.doi.org/10.1016/0045-7949(91)90390-8.

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13

Cheung, M. S., and Li Wenchang. "Analysis of haunched, continuous bridges by the finite strip method." Computers & Structures 28, no. 5 (January 1988): 621–26. http://dx.doi.org/10.1016/0045-7949(88)90006-5.

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14

Cheung, M. S., Wenchang Li, and L. G. Jaeger. "Nonlinear analysis of cable-stayed bridge by finite strip method." Computers & Structures 29, no. 4 (January 1988): 687–92. http://dx.doi.org/10.1016/0045-7949(88)90380-x.

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15

Zamanifar, Hossein, Saeid Sarrami-Foroushani, and Mojtaba Azhari. "Static and dynamic analysis of corrugated-core sandwich plates using finite strip method." Engineering Structures 183 (March 2019): 30–51. http://dx.doi.org/10.1016/j.engstruct.2018.12.102.

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16

Zhao, Chengbi, and Ming Ma. "A Hybrid 2.5-Dimensional High-Speed Strip Theory Method and Its Application to Apply Pressure Loads to 3-Dimensional Full Ship Finite Element Models." Journal of Ship Production and Design 32, no. 04 (November 1, 2016): 216–25. http://dx.doi.org/10.5957/jspd.2016.32.4.216.

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As the three-dimensional (3D) finite element model (FEM) has become the de facto standard for ship structural design, interest in accurately transferring seakeeping loads to panel-based structural models has increased dramatically in recent years. In today's design practices, panel-based hydrodynamic analyses are often used for mapping seakeeping loads to 3D FEM structural models. However, 3D panel-based hydrodynamic analyses are computationally expensive. For monohull ships, methods based on strip theories have been successfully used in the industry for many years. They are computationally efficient, and provide good predictions for motions and hull girder loads. However, many strip theory methods provide only hull girder sectional forces and moments, such as vertical bending moment and vertical shear force, which are difficult to apply to 3D finite element structural models. Previously, the authors have proposed a hybrid strip theory method to transfer 2D strip theory-based seakeeping loads to 3D FEM. In the hybrid approach, the velocity potentials of strip sections are first calculated based on the ordinary 2D strip theories. The velocity potentials of a finite element panel are obtained from the interpolation of the velocity potentials of the strip sections. The panel pressures are then computed based on Bernoulli's equation. Integration of the pressure over the FEM wetted panels yields the hydrodynamic forces and moments. The equations of motion are then formulated based on the FEM. The method not only produces excellent ship motion results, but also results in a perfectly balanced structural model. In this article, the hybrid approach is extended to the 2.5D high-speed strip theory. The simple Rankine source function is used to compute velocity potentials. The original linearized free surface condition, where the forward speed term is not ignored, is used to formulate boundary integral equations. A model based on the Series-64 hull form was used for validating the proposed hybrid method. The motion response amplitude operators are in good agreement with VERES's 2.5D strip theory and with experimental results. Finally, an example is provided for transferring seakeeping loads obtained by the 2.5D hybrid strip theory to a 3D FEM.

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17

Tham, L. G. "Application of spline finite strip method in the analysis of space structures." Thin-Walled Structures 10, no. 3 (January 1990): 235–46. http://dx.doi.org/10.1016/0263-8231(90)90066-8.

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18

Cheung, M. S., and Li Wenchang. "Finite strip method combined with other numerical methods for the analysis of plates." Computers & Structures 45, no. 1 (September 1992): 1–7. http://dx.doi.org/10.1016/0045-7949(92)90339-2.

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19

Lou, Chu Yang, Yu Xuan Wang, and Zhe Ming Liu. "Three-Dimension Finite Element Analysis for the Concrete Canoe." Applied Mechanics and Materials 501-504 (January 2014): 659–69. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.659.

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This paper focuses on the structural analysis of concrete canoes. It firstly introduces the background of the concrete canoe competition and some typical FEA methods for concrete canoes. Then the paper establishes and analyzes an FEA model with SAP2000. Considering the similarity between concrete canoes and strip foundations under column, the paper uses the foundation engineering theory of strip foundations under column to determine the support conditions, and the applied loads of concrete canoes under 2 key loading cases. The result is proved to be accurate according to the experience of Tongji University Concrete Canoe Team. Finally, a conjecture of partial plane cross-section assumption of concrete canoe is proposed according to the result of FEA.

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20

Sherif, Alaa G., and Walter H. Dilger. "Analysis and deflections of reinforced concrete flat slabs." Canadian Journal of Civil Engineering 25, no. 3 (June 1, 1998): 451–66. http://dx.doi.org/10.1139/l97-102.

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The results of a test on a full-scale 5 m continuous slab are used to study the methods of analysis and calculation of deflection of reinforced concrete flat slabs. The most commonly used methods for the analysis of flat slabs, namely the equivalent frame method, the prismatic member method, the direct design method, and the finite element method, are critically compared using the results of the slab tested. Based on the comparison with the unbalanced column moments in the test, improvements for the prismatic member method are suggested. For the deflection calculations of cracked reinforced concrete flexural members, three methods are investigated: the effective moment of inertia approach, the mean curvature approach, and the bilinear method given in the CEB manual for deflections. To calculate the deflections of flat slabs as column and field strip deflections, new coefficients for distributing the bending moments between the column and middle strips are proposed.Key words: analysis, deflection, flat concrete slab, test.

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21

Cheung, M. S., G. Akhras, and W. Li. "Stability analysis of anisotropic laminated composite plates by finite strip method." Computers & Structures 49, no. 6 (December 1993): 963–67. http://dx.doi.org/10.1016/0045-7949(93)90007-z.

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22

Roufaeil, Onsy L. "Vibration analysis of plates on intermediate supports using finite strip method." Computers & Structures 29, no. 1 (January 1988): 111–16. http://dx.doi.org/10.1016/0045-7949(88)90176-9.

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23

Cheung, M. S., and Li Wenchang. "A modified finite strip method for geometrically nonlinear analysis of plates." Computers & Structures 33, no. 4 (January 1989): 1031–35. http://dx.doi.org/10.1016/0045-7949(89)90438-0.

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24

Cheung, M. S., and Wenchang Li. "Finite strip method for materially nonlinear analysis of reinforced concrete slabs." Computers & Structures 35, no. 5 (January 1990): 603–7. http://dx.doi.org/10.1016/0045-7949(90)90388-i.

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25

Li, Qian, Weidong Zhu, Lixin Zhang, and Minghai Yuan. "Analysis and structure optimization on buckling destabilization and wrinkling of an automobile weather-strip seal in assemblage." Proceedings of the Institution of Mechanical Engineers, Part D: Journal of Automobile Engineering 234, no. 7 (August 14, 2019): 2038–44. http://dx.doi.org/10.1177/0954407019870430.

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Buckling destabilization and wrinkling of an ethylene-propylene-diene monomer automobile weather-strip seal in assemblage and its structural optimization were studied in this paper. First, an innovative approach that traces buckling bifurcation paths was developed based on an arc-length method, and algorithmic parameters of the method were defined. A finite element analysis model of the automobile weather-strip seal in assemblage was then developed and analyzed using the arc-length method. The maximum buckling load, the deformation of the seal, and the thickness decrease of the lower tube wall in the critical region where it was prone to wrinkle were obtained by this finite element analysis method. Finally, an optimization seal structure was proposed and analyzed, and the deformations and the thickness decrease of the original and optimal structures in the critical regions were compared. The analysis conclusion implies that the optimal structure is more stable. The proposed analysis and optimization method can shorten the product design cycle, improve the structural stability, and decrease the design and trial-product cost considerably.

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26

Vrcelj, Z., and M. A. Bradford. "Elastic Bubble Augmented Spline Finite Strip Method in Analysis of Continuous Composite Beams." Australian Journal of Structural Engineering 7, no. 2 (January 2007): 75–84. http://dx.doi.org/10.1080/13287982.2007.11464966.

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27

Borković, A., G. Radenković, D. Majstorović, S. Milovanović, D. Milašinović, and R. Cvijić. "Free vibration analysis of singly curved shells using the isogeometric finite strip method." Thin-Walled Structures 157 (December 2020): 107125. http://dx.doi.org/10.1016/j.tws.2020.107125.

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28

Wang, Yanli, and Pizhong Qiao. "Postbuckling analysis of orthogonally-stiffened plates by a simplified spline finite strip method." Thin-Walled Structures 166 (September 2021): 108122. http://dx.doi.org/10.1016/j.tws.2021.108122.

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29

Zahari, R., and A. El-Zafrany. "Progressive failure analysis of composite laminated stiffened plates using the finite strip method." Composite Structures 87, no. 1 (January 2009): 63–70. http://dx.doi.org/10.1016/j.compstruct.2007.12.006.

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30

Wang, Yanli, and Pizhong Qiao. "Improved buckling analysis of stiffened laminated composite plates by spline finite strip method." Composite Structures 255 (January 2021): 112936. http://dx.doi.org/10.1016/j.compstruct.2020.112936.

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31

OVESY, H. R., and S. A. M. GHANNADPOUR. "LARGE DEFLECTION FINITE STRIP ANALYSIS OF FUNCTIONALLY GRADED PLATES UNDER PRESSURE LOADS." International Journal of Structural Stability and Dynamics 07, no. 02 (June 2007): 193–211. http://dx.doi.org/10.1142/s0219455407002241.

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Description is given for a finite strip method for analyzing the large deflection response of simply supported rectangular functionally graded plates under normal pressure loading. The material properties of the functionally graded plates are assumed to vary continuously through the thickness of the plate, according to the simple power law and exponential law distribution. Both distributions of material properties are used to examine the stress variations. The fundamental equations for rectangular plates of functionally graded material (FGM) are obtained by discretizing the plate into some finite strips, which are developed by combining the Von–Karman theory for large transverse deflection and the concept of functionally graded material. The solution is obtained by the minimization of the total potential energy. The Newton–Raphson method is used to solve the non-linear equilibrium equations. Numerical results for square functionally graded plates are given in dimensionless graphical forms, and compared to the available results, wherever possible. The effects of material properties on the stress field through the thickness and on the variation of the central deflection at a given value of normal pressure loading are determined and discussed.

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32

BEDAIR, OSAMA. "STABILITY ANALYSIS OF PLATES WITH PARTIAL RESTRAINTS USING UNCONSTRAINED OPTIMIZATION TECHNIQUES." International Journal of Structural Stability and Dynamics 10, no. 03 (September 2010): 571–87. http://dx.doi.org/10.1142/s0219455410003427.

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A procedure is presented for stability analysis of thin plates subject to any combination of in-plane shear, biaxial compression, and bending. Unlike finite element or finite strip methods, where the plate is discretized into a set of elements or strips, the plate here is treated as a single element. An energy-based formulation is used to express the buckling coefficient, K, in terms of general functions that describe the longitudinal and transverse displacement profiles. The longitudinal edges are treated as partially restrained against rotation (PRR) and in-plane translation. Unconstrained optimization technique is then used to determine the minimum combinations of pre-selected geometric plate parameters. Accuracy of the derived expressions is compared with the Galerkin method for the limiting simply supported and clamped boundary conditions. Results are then presented for plates PRR and in-plane translation.

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33

Azizian, Z. G., and D. J. Dawe. "Geometrically nonlinear analysis of rectangular mindlin plates using the finite strip method." Computers & Structures 21, no. 3 (January 1985): 423–36. http://dx.doi.org/10.1016/0045-7949(85)90119-1.

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34

Shahidi, A. R., M. Mahzoon, M. M. Saadatpour, and M. Azhari. "Very Large Deformation but Small Strain Analysis of Plates and Folded Plates by Finite Strip Method." Advances in Structural Engineering 8, no. 6 (December 2005): 547–60. http://dx.doi.org/10.1260/136943305776318347.

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In this paper a Finite strip method is developed to analyze very large deformations of thin plates and folded plates by use of the elastic Cosserat theory. The principle of virtual work is exploited to present the weak form of the governing differential equations. Through a linear mapping, a rectangular strip is transformed into a standard square computational domain in which the deformation and director fields are developed together with the general forms of the uncoupled nonlinear equations. The geometric and material tangential stiffness matrices are formed through linearization, and a step by step procedure is presented to complete the scheme. The validity and the accuracy of the method are illustrated through certain numerical examples and comparison of the results with other researches. The method is shown to be capable of handling numerical analysis of plates experiencing very large deformations.

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35

Yanlin, Guo, and Chen Shaofan. "Postbuckling interaction analysis of cold-formed thin-walled channel sections by finite strip method." Thin-Walled Structures 11, no. 3 (January 1991): 277–89. http://dx.doi.org/10.1016/0263-8231(91)90004-3.

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36

Au, F. T. K., and Y. K. Cheung. "Free vibration and stability analysis of shells by the isoparametric spline finite strip method." Thin-Walled Structures 24, no. 1 (January 1996): 53–82. http://dx.doi.org/10.1016/0263-8231(95)00040-2.

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37

Yeon, Yeong-Mo, Ki-Nam Hong, Sugyu Lee, and Sang-Won Ji. "Numerical Study of RC Beams Strengthened with Fe-Based Shape Memory Alloy Strips Using the NSM Method." Applied Sciences 11, no. 15 (July 24, 2021): 6809. http://dx.doi.org/10.3390/app11156809.

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This paper presents a finite element (FE) analysis for predicting the flexural behavior of reinforced concrete (RC) beams strengthened with Fe-based shape memory alloy (Fe-SMA) strips using a near surface mounted (NSM) method. Experimental results reported in the literature were used to verify the proposed FE model. FE analyses were conducted using OpenSees, a general-purpose structural FE analysis program. The RC beam specimens were modeled using a nonlinear beam-column element and a fiber element. The Concrete 02 model, Steel 01 model, and Pinching 04 model were applied to the concrete, steel reinforcement, and Fe-SMA strip in the fiber element, respectively, and the FE analysis was carried out in a displacement control method based on the Newton-Raphson method. The FE model of this study accurately predicted the initial crack load, yield load, and ultimate load. From parametric analyses, it was concluded that an increase in the compressive strength of the concrete increases the ductility of the specimen, and an increase in the level of recovery stress on the Fe-SMA strip increases the initial stiffness of the specimen.

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38

Naderian, Hamidreza, Moe M. S. Cheung, Zhenyuan Shen, and Elena Dragomirescu. "Seismic Analysis of Long-Span Cable-Stayed Bridges by an Integrated Finite Strip Method." Journal of Bridge Engineering 21, no. 3 (March 2016): 04015068. http://dx.doi.org/10.1061/(asce)be.1943-5592.0000821.

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39

Wang, Simon, and Yingshun Zhang. "Vibration analysis of rectangular composite laminated plates using layerwise B-spline finite strip method." Composite Structures 68, no. 3 (May 2005): 349–58. http://dx.doi.org/10.1016/j.compstruct.2004.04.001.

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40

Amoushahi, Hossein, and Farshad Goodarzian. "Dynamic and buckling analysis of composite laminated plates with and without strip delamination under hygrothermal effects using finite strip method." Thin-Walled Structures 131 (October 2018): 88–101. http://dx.doi.org/10.1016/j.tws.2018.06.030.

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41

Hwang, S. M., and M. S. Joun. "Analysis of hot-strip rolling by a penalty rigid-viscoplastic finite element method." International Journal of Mechanical Sciences 34, no. 12 (December 1992): 971–84. http://dx.doi.org/10.1016/0020-7403(92)90066-p.

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42

Milašinović, Dragan D. "Geometric non-linear analysis of thin plate structures using the harmonic coupled finite strip method." Thin-Walled Structures 49, no. 2 (February 2011): 280–90. http://dx.doi.org/10.1016/j.tws.2010.11.005.

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43

Zhang, Xiuqin, Simon Wang, and Yingshun Zhang. "Stress and failure analysis of laminated composites based on layerwise B-spline finite strip method." Composite Structures 92, no. 12 (November 2010): 3020–30. http://dx.doi.org/10.1016/j.compstruct.2010.05.021.

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44

Milašinović, Dragan D., and Danica Goleš. "Geometric Nonlinear Analysis of Reinforced Concrete Folded Plate Structures by the Harmonic Coupled Finite Strip Method." Periodica Polytechnica Civil Engineering 58, no. 3 (2014): 173–85. http://dx.doi.org/10.3311/ppci.2096.

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45

Mateescu, D., Y. Han, and A. Misra. "Dynamics and vibrations of structures with bonded piezoelectric strips subjected to mechanical and unsteady aerodynamic loads." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 225, no. 3 (August 18, 2010): 625–38. http://dx.doi.org/10.1243/09544062jmes2112.

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This article presents an analysis of the dynamics of damaged structures with bonded piezoelectric strips executing flexural oscillations generated by mechanical loads, piezoelectric actuators or unsteady aerodynamic loads. These oscillations can be used to detect the presence of cracks for structural health monitoring. The proposed method of crack detection uses pairs of piezoelectric strip sensors bonded on the opposite sides of the structure and is based on the fact that the presence of a crack causes a difference between the strains measured by the two sensors of a pair. The structural analysis presented in this article uses a non-linear model for the cracks and a finite-element formulation for the piezoelectric strips coupled with the structure. A panel method is used to determine the unsteady aerodynamic loads acting on the oscillating wing structure. This study includes the dynamic analysis in the frequency domain of a cracked plate undergoing forced flexural vibrations in a range of frequencies generated by a pair of piezoelectric actuators. The dynamic analysis in the time domain is also performed for the oscillating structures with piezoelectric strips subjected to mechanical or unsteady aerodynamic loads. It was found that this method is quite effective in detecting cracks in the wing structures subjected to oscillatory aerodynamic loads.

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46

Sheikh, A. H., and M. Mukhopadhyay. "Analysis of stiffened plate with arbitrary planform by the general spline finite strip method." Computers & Structures 42, no. 1 (January 1992): 53–67. http://dx.doi.org/10.1016/0045-7949(92)90536-9.

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47

Guo, Yan-Lin, and J. Lindner. "Analysis of elastic-plastic interaction buckling of stiffened panels by spline finite strip method." Computers & Structures 46, no. 3 (February 1993): 529–36. http://dx.doi.org/10.1016/0045-7949(93)90222-y.

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48

Cheung, Y. K., F. T. K. Au, and D. Y. Zheng. "Analysis of deep beams and shear walls by finite strip method with C0 continuous displacement functions." Thin-Walled Structures 32, no. 4 (December 1998): 289–303. http://dx.doi.org/10.1016/s0263-8231(98)00024-x.

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49

Zhang, Yingshun, Simon Wang, and Joe Loughlan. "Free vibration analysis of rectangular composite laminates using a layerwise cubic B-spline finite strip method." Thin-Walled Structures 44, no. 6 (June 2006): 601–22. http://dx.doi.org/10.1016/j.tws.2006.05.008.

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Mahendran, M., and N. W. Murray. "Elastic buckling analysis of ideal thin-walled structures under combined loading using a finite strip method." Thin-Walled Structures 4, no. 5 (January 1986): 329–62. http://dx.doi.org/10.1016/0263-8231(86)90029-7.

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