{"product_id":"advanced-analysis-for-three-dimensional-semi-rigid-steel-frames-subjected-to-static-and-dynamic-loadings-9783346878694","title":"Advanced Analysis for Three-Dimensional Semi-Rigid Steel Frames subjected to Static and Dynamic Loadings","description":"\u003cp\u003e • Author(s): Phu-Cuong Nguyen\u003cbr\u003e • Publisher: Grin Verlag\u003cbr\u003e • Publisher Imprint: Grin Verlag\u003cbr\u003e • BISAC: General\u003c\/p\u003e\u003cp\u003e\u003c\/p\u003e\u003cp\u003eDoctoral Thesis \/ Dissertation from the year 2014 in the subject Engineering - Civil Engineering, grade: 9, course: Advanced Steel Structures, language: English, abstract: This dissertation presents three various advanced analysis approaches which can capture accurately and efficiently the ultimate strength and behavior of steel framed structures with nonlinear beam-to-column connections subjected to static and dynamic loadings. Three major sources of nonlinearity are considered in the analyses as follows: (1) material nonlinearity; (2) geometric nonlinearity; and (3) connection nonlinearity. Three types of nonlinear beam-column element formulation considering both geometric and material nonlinearities are coded into two nonlinear structural analysis programs: (1) Nonlinear Structural Analysis Program (NSAP) - 2-D plastic-zone finite element; (2) Practical Advanced Analysis Program (PAAP) - 3-D refined plastic-hinge element and 3-D plastic-fiber element. Three types of steel frames analyzed by the proposed program are: (1) rigid frames - beam-to-column connections are fully rigid; (2) linear semi-rigid frames - beam-to-column connections have constant stiffness; and (3) nonlinear semi-rigid frames - beam-to-column connections have continuously variable stiffness. Three types of analysis can be performed are: (1) nonlinear inelastic static analysis; (2) nonlinear elastic and inelastic time-history analysis; and (3) free vibration analysis. Three main resources of damping are taken into account in the proposed programs are: (1) hysteretic damping due to inelastic material; (2) structural viscous damping employing Rayleigh damping; (3) hysteretic damping due to nonlinear beam-to-column connections. Two computer programs are developed: (1) Nonlinear Structural Analysis Program (NSAP) - written in the C++ programming language; (2) Practical Advanced Analysis Program (PAAP) - written in the FORTRAN 77 programming language. They are verified for accuracy and computation\u003c\/p\u003e","brand":"Grin Verlag","offers":[{"title":"Paperback","offer_id":45562547437719,"sku":"9783346878694","price":6287.0,"currency_code":"INR","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0666\/3471\/1191\/files\/9783346878694.webp?v=1768598641","url":"https:\/\/atlanticbooks.com\/products\/advanced-analysis-for-three-dimensional-semi-rigid-steel-frames-subjected-to-static-and-dynamic-loadings-9783346878694","provider":"Atlantic Books","version":"1.0","type":"link"}