Kanok nukulchai (19 risultati)

Softcover. Softbound copy w/scant wear. Covers/contents crisp, bright, as if unread. .

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hardcover. Condizione: Very Good.

Paperback. Condizione: Brand New. 442 pages. 7.00x0.92x10.00 inches. In Stock.

Condizione: New. Muhammad Akram Tahir obtained his B.Sc. in Civil Engineering from University of Engineering and Technology (UET) Lahore. He obtained his Master and Doctoral Degrees in Structural Engineering from Asian Institute of Technology. Dr. Tahir enjoyed th.

Taschenbuch. Condizione: Neu. Neuware - This textbook provides a comprehensive introduction to matrix methods of structural analysis, framed within a discrete modeling approach that is well-suited for digital computation. Two principal procedures-namely, the Matrix Force Method and the Matrix Displacement Method-are thoroughly illustrated for one-dimensional structural systems. Among them, the Matrix Displacement Method is more widely adopted, owing to its straightforward extension to two- and three-dimensional structures.The book demonstrates how displacements, taken as the primary variables, enable the formation of local element stiffness matrices in the Direct Stiffness Method. In this latter approach, individual element contributions are assembled into a system-level representation, permitting the modeling of virtually any complex structure. This direct stiffness methodology underpins the development of today's general-purpose finite element programs, offering both breadth and depth to structural analysis.Features - Establishes discrete structural modeling as the basis of finite element methods, which are now the industry standard for structural analysis. - Provides a step-by-step explanation of the Force Method, the Displacement Method, and the Direct Stiffness Method for 1D members-such as beams, trusses, plane frames, grillages, and space frames-ensuring a clear and accessible learning experience. - Highlights Berkeley's approach to representing joints by employing rigid nodes within a nodal network of interconnected 1D, 2D, or 3D deformable members. - Offers an illustrative extension through the MAIL (Matrix Analysis Interpretive Language), which enriches analysis examples, exercises, and problems. Targeted at senior undergraduate and graduate students in structural engineering, this book serves as an essential prerequisite for the Finite Element Analysis of Structures.…

hardcover. Condizione: New. Brand new book, sourced directly from publisher. Dispatch time is 7-8 days from our warehouse. Book will be sent in robust, secure packaging to ensure it reaches you securely.

Condizione: New.

Condizione: New.

Condizione: As New. Unread book in perfect condition.

Condizione: As New. Unread book in perfect condition.

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Hardcover. Condizione: Brand New. 448 pages. 10.00x7.00x10.00 inches. In Stock.

Hardcover. Condizione: Good. No Jacket. 1st Edition. 1987.Hardcover.2 volume set.Both books in good condition.Volume1,pages 1-778.Volume 2,pages 779-1545.Ships from Japan.ISBN given as 9748200485.Usually ships in 1-2 working days.

rilegato. Condizione: Perfetto (Mint). Cable-Stayed Bridges. Experiences & Practice - Proceedings of the International Conference on Cable-Stayed Bridges Bangkok, Thailand. November 18-20, 1987. 2 volumes - Edited by W. Kanok - Nukulchai - Asian Institute of Technology 1987 - volumi in ottimo stato. Book. …

Condizione: New. This item is printed on demand. New copy - Usually dispatched within 5-9 working days.

Buch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This textbook provides a comprehensive introduction to matrix methods of structural analysis, framed within a discrete modeling approach that is well-suited for digital computation. Two principal procedures-namely, the Matrix Force Method and the Matrix Displacement Method-are thoroughly illustrated for one-dimensional structural systems. Among them, the Matrix Displacement Method is more widely adopted, owing to its straightforward extension to two- and three-dimensional structures.The book demonstrates how displacements, taken as the primary variables, enable the formation of local element stiffness matrices in the Direct Stiffness Method. In this latter approach, individual element contributions are assembled into a system-level representation, permitting the modeling of virtually any complex structure. This direct stiffness methodology underpins the development of today's general-purpose finite element programs, offering both breadth and depth to structural analysis.FeaturesEstablishes discrete structural modeling as the basis of finite element methods, which are now the industry standard for structural analysis.Provides a step-by-step explanation of the Force Method, the Displacement Method, and the Direct Stiffness Method for 1D members-such as beams, trusses, plane frames, grillages, and space frames-ensuring a clear and accessible learning experience.Highlights Berkeley's approach to representing joints by employing rigid nodes within a nodal network of interconnected 1D, 2D, or 3D deformable members.Offers an illustrative extension through the MAIL (Matrix Analysis Interpretive Language), which enriches analysis examples, exercises, and problems.Targeted at senior undergraduate and graduate students in structural engineering, this book serves as an essential prerequisite for the Finite Element Analysis of Structures. 454 pp. Englisch.…

Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Muhammad Akram Tahir obtained his B.Sc. in Civil Engineering from University of Engineering and Technology (UET) Lahore. He obtained his Master and Doctoral Degrees in Structural Engineering from Asian Institute of Technology. Dr. Tahir enjoyed th.…

Buch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This textbook provides a comprehensive introduction to matrix methods of structural analysis, framed within a discrete modeling approach that is well-suited for digital computation. Two principal procedures-namely, the Matrix Force Method and the Matrix Displacement Method-are thoroughly illustrated for one-dimensional structural systems. Among them, the Matrix Displacement Method is more widely adopted, owing to its straightforward extension to two- and three-dimensional structures.The book demonstrates how displacements, taken as the primary variables, enable the formation of local element stiffness matrices in the Direct Stiffness Method. In this latter approach, individual element contributions are assembled into a system-level representation, permitting the modeling of virtually any complex structure. This direct stiffness methodology underpins the development of today's general-purpose finite element programs, offering both breadth and depth to structural analysis.FeaturesEstablishes discrete structural modeling as the basis of finite element methods, which are now the industry standard for structural analysis.Provides a step-by-step explanation of the Force Method, the Displacement Method, and the Direct Stiffness Method for 1D members-such as beams, trusses, plane frames, grillages, and space frames-ensuring a clear and accessible learning experience.Highlights Berkeley's approach to representing joints by employing rigid nodes within a nodal network of interconnected 1D, 2D, or 3D deformable members.Offers an illustrative extension through the MAIL (Matrix Analysis Interpretive Language), which enriches analysis examples, exercises, and problems.Targeted at senior undergraduate and graduate students in structural engineering, this book serves as an essential prerequisite for the Finite Element Analysis of Structures.…