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Titlebook: Using MSC/NASTRAN; Statics and Dynamics Arturo O. Cifuentes Book 1989 Springer-Verlag New York Inc. 1989 Nastran.Stand-Alone.dynamics.finit

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发表于 2025-3-21 17:14:35 | 显示全部楼层 |阅读模式
书目名称Using MSC/NASTRAN
副标题Statics and Dynamics
编辑Arturo O. Cifuentes
视频video
图书封面Titlebook: Using MSC/NASTRAN; Statics and Dynamics Arturo O. Cifuentes Book 1989 Springer-Verlag New York Inc. 1989 Nastran.Stand-Alone.dynamics.finit
描述The idea of writing this book came up one night while having dinner with Ventura at the Crocodile Cafe in Pasadena. This was really a joint project, that could have turned into a nightmare without her support, encouragement, and expertise in personal computers. For all these things, and for tolerating my sometimes single-minded attention, I am very grateful to her. I am also very much indebted to six good friends, Paul Burridge, Mladen Chargin, Gary Dilley, Carl Hennrich, Hector Jensen and Mark Miller, who read the entire manuscript of this book and made many useful suggestions. I also want to thank Burt Alperson for his guidance and advice during the preparation of this book. Finally, I thank the Department of Civil Engineering of the University of Southern California for the support provided during the course of this project, and my students of all these years for asking tough questions. Contents Introduction 1 Basic MSC/NASTRAN concepts 2 PARTl Statics Problem 1 7 1. 1 Statement of the problem 7 1. 2 Cards introduced 7 1. 3 MSC/NASTRAN formulation 7 1. 4 Input Data Deck 8 1. 5 Results 11 Problem 2 27 2. 1 Statement of the problem 27 2. 2 Cards introduced 27 2. 3 MSC/NASTRAN form
出版日期Book 1989
关键词Nastran; Stand-Alone; dynamics; finite element method; modeling; statics; complexity
版次1
doihttps://doi.org/10.1007/978-1-4613-8917-0
isbn_softcover978-0-387-97032-5
isbn_ebook978-1-4613-8917-0
copyrightSpringer-Verlag New York Inc. 1989
The information of publication is updating

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发表于 2025-3-21 23:30:24 | 显示全部楼层
Problem 1lue of E (Elasticity modulus) equal to 3xl0.psi. A force of 120 lb is applied horizontally at a point with coordinates x=60 in and y=30 in. Determine the displacements caused by this loading condition.
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Problem 4he temperature of the six GRIDs of the structure as follows:.and.Use a thermal expansion coefficient (α) of 6.3x10. in/in °F and assume that the reference temperature (the temperature at which the structure is free of thermal stresses) is 20 °F. Second, determine the reaction of the structure if ROD
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Problem 14lb-s. /in located at five inches from one end. The material properties are as follows: E = 30xl0. psi; . = 0.29; and . =.0007 lb-s./in.. Determine the normal modes and natural frequencies of this structure.
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Book 1989hat could have turned into a nightmare without her support, encouragement, and expertise in personal computers. For all these things, and for tolerating my sometimes single-minded attention, I am very grateful to her. I am also very much indebted to six good friends, Paul Burridge, Mladen Chargin, G
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Arturo O. Cifuentesolecules of the innate immune system both in animals and plants. AMPs are diverse in structure and mode of action and display broad-spectrum antimicrobial activity and thus show promise for engineering pathogen resistance in crops and development of novel pharmaceuticals. A variety of AMP classes ha
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erent abiotic and biotic factors. Biotic factors can be controlled to a certain extent through the application of pesticides or by adopting various crop protection techniques. But the adverse impacts of abiotic stress elements such as drought, high temperature, salinity, heavy rainfall, snowfall, UV
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