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Results 1 to 25 of 2005

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Dynamic stiffness matrix of sagging cableSTAROSSEK, U.Journal of engineering mechanics. 1991, Vol 117, Num 12, pp 2815-2829, issn 0733-9399Article

Stiffness analysis of beams using a higher-order theoryPETROLITO, J.Computers & structures. 1995, Vol 55, Num 1, pp 33-39, issn 0045-7949Article

Discussion of Investigation of ship hydroelasticity by Ivo Senjanovic, et al. Authors' replyRIGGS, H. R; SENJANOVIC, Ivo.Ocean engineering. 2008, Vol 35, Num 11-12, pp 1285-1288, issn 0029-8018, 4 p.Article

A constraint Jacobian based approach for static analysis of pantograph mastsNAGARAJ, B. P; PANDIYAN, R; GHOSAL, Ashitava et al.Computers & structures. 2010, Vol 88, Num 1-2, pp 95-104, issn 0045-7949, 10 p.Article

Structural analysis of a curved beam element defined in global coordinatesGIMENA, L; GIMENA, F. N; GONZAGA, P et al.Engineering structures. 2008, Vol 30, Num 11, pp 3355-3364, issn 0141-0296, 10 p.Article

Second-order stiffness matrix and load vector of an imperfect beam-column with generalized end conditions on a two-parameter elastic foundationCOLORADO-URREA, Gabriel J; ARISTIZABAL-OCHOA, J. Dario.Engineering structures. 2014, Vol 70, pp 260-270, issn 0141-0296, 11 p.Article

An Exact Three-Dimensional Beam Element With Nonuniform Cross SectionJAFARI, M; MAHJOOB, M. J.Journal of applied mechanics. 2010, Vol 77, Num 6, issn 0021-8936, 061009.1-061009.7Article

Elastic stiffness of straight-sided triangular finite elements by analytical and numerical integrationGRIFFITHS, D. V; JINSONG HUANG; SCHIERMEYER, R. P et al.Communications in numerical methods in engineering. 2009, Vol 25, Num 3, pp 247-262, issn 1069-8299, 16 p.Article

Torsional analysis of thin-walled composite beams with single- and double-celled sectionsKIM, Nam-Il; DONG KU SHIN.Engineering structures. 2009, Vol 31, Num 7, pp 1509-1521, issn 0141-0296, 13 p.Article

Stiffness matrix based form-finding method of tensegrity structuresZHANG, Li-Yuan; YUE LI; CAO, Yan-Ping et al.Engineering structures. 2014, Vol 58, pp 36-48, issn 0141-0296, 13 p.Article

A conforming quadrilateral plate bending element revisitedINE-WEI LIU.International journal for numerical methods in engineering. 1995, Vol 38, Num 14, pp 2449-2463, issn 0029-5981Article

Bounding properties for eigenvalues of a transcendental dynamic stiffness matrix by using a quadratic matrix pencilJIANQIAO YE; WILLIAMS, F. W.Journal of sound and vibration. 1995, Vol 184, Num 1, pp 173-183, issn 0022-460XArticle

Analytical formulation of dynamic stiffnessLEUNG, A. Y. T; ZENG, S. P.Journal of sound and vibration. 1994, Vol 177, Num 4, pp 555-564, issn 0022-460XArticle

On advantages of derivation of exact dynamical stiffness matrices from boundary integral equations (L)SOE-KNUDSEN, Alf.The Journal of the Acoustical Society of America. 2010, Vol 128, Num 2, pp 551-554, issn 0001-4966, 4 p.Article

Damage detection and updating of stiffness and mass matrices using mode dataSHEINMAN, I.Computers & structures. 1996, Vol 59, Num 1, pp 149-156, issn 0045-7949Article

A new consideration on ther derivation of the geometrical stiffness matrix with the natural approachJINFU ZHU.Computer methods in applied mechanics and engineering. 1995, Vol 123, Num 1-4, pp 141-160, issn 0045-7825Article

Complete stiffness matrices for buckling analysis of framesKRYSL, P.Journal of engineering mechanics. 1993, Vol 119, Num 2, pp 225-237, issn 0733-9399Article

Construction of stiffness matrices to maintain the convergence rate of distorted finite elementsINGBER, M. S; SCHREYER, H. L.International journal for numerical methods in engineering. 1993, Vol 36, Num 11, pp 1927-1944, issn 0029-5981Article

Average strain quadrilateral elementsSTOLLE, D. F. E.Communications in applied numerical methods. 1992, Vol 8, Num 8, pp 505-510, issn 0748-8025Article

Geometric stiffness of membranes using symbolic algebraLEVY, Robert; CHEN, Chuin-Shan; LIN, Cheng-Wei et al.Engineering structures. 2004, Vol 26, Num 6, pp 759-767, issn 0141-0296, 9 p.Article

Compound stiffness modelling of an integrated open-die forging centre with serial-parallel heavy-duty manipulatorsYAN, C; GAO, F; GE, Q. J et al.Proceedings of the Institution of Mechanical Engineers. Part B. Journal of engineering manufacture. 2010, Vol 224, Num 12, pp 1841-1853, issn 0954-4054, 13 p.Article

On the stability of second order time varying linear systemsTADI, M.Journal of vibration and acoustics. 2006, Vol 128, Num 3, pp 408-410, issn 1048-9002, 3 p.Article

Spatial stiffness realization with parallel springs using geometric parametersKINKWAN CHOI; SHILONG JIANG; ZEXIANG LI et al.IEEE transactions on robotics and automation. 2002, Vol 18, Num 3, pp 274-284, issn 1042-296XArticle

Dynamic stiffness analysis of axially loaded non-uniform Timoshenko columnsLEUNG, A. Y. T; ZHOU, W. E.Computers & structures. 1995, Vol 56, Num 4, pp 577-588, issn 0045-7949Article

Dynamic stiffness matrix for variable cross-section timoshenko beamsEISENBERGER, M.Communications in numerical methods in engineering. 1995, Vol 11, Num 6, pp 507-513, issn 1069-8299Article

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