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Mathematical Expressions of Non-Linear Behaviors in Structural Mechanics

Professor Dr.-Ing. Yamada, Minoru / Dipl.-Ing. Yamada, Takeshi

Abstract In order to express the non-linear behaviours in structural mechanics by the most simple formula not only the ascending but also the descending process of resistance, some simple mathematical expressions are proposed in this paper for the analysis of common non-linear processes in structural mechanics.

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Mathematical Expressions of Non-Linear Behaviors in Structural Mechanics

Professor Dr.-Ing. Yamada, Minoru / Dipl.-Ing. Yamada, Takeshi

Abstract In order to express the non-linear behaviours in structural mechanics by the most simple formula not only the ascending but also the descending process of resistance, some simple mathematical expressions are proposed in this paper for the analysis of common non-linear processes in structural mechanics.

Mathematical Expressions of Non-Linear Behaviors in Structural Mechanics

Professor Dr.-Ing. Yamada, Minoru / Dipl.-Ing. Yamada, Takeshi

Abstract In order to express the non-linear behaviours in structural mechanics by the most simple formula not only the ascending but also the descending process of resistance, some simple mathematical expressions are proposed in this paper for the analysis of common non-linear processes in structural mechanics.

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Titel:

Mathematical Expressions of Non-Linear Behaviors in Structural Mechanics

Beteiligte:

Professor Dr.-Ing. Yamada, Minoru (Autor:in) / Dipl.-Ing. Yamada, Takeshi (Autor:in)

Erschienen in:

Progress in Structural Engineering ; 437-442

Solid Mechanics and Its Applications ; 10

Erscheinungsdatum:

01.01.1991

Format / Umfang:

6 pages

ISBN:

978-94-011-3616-7 , 978-94-010-5604-5

ISSN:

DOI:

https://doi.org/10.1007/978-94-011-3616-7_30

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Reinforced Concrete , Plain Concrete , Maximum Resistance , Bore Pile , Initial Tangent Modulus Engineering , Civil Engineering , Mechanics

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