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Description: bathe(adina的作者)的1996年版《Finite Element Procedures》一书中的
源程序(Fortran)-bathe (adina the author) of the 1996 edition of "Finite Element Procedures, "a book of the source (Fortran)
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Size: 29967 |
Author: 张大坤 |
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Description: bathe(adina的作者)的1996年版《Finite Element Procedures》一书中的
源程序(Fortran)-bathe (adina the author) of the 1996 edition of "Finite Element Procedures, "a book of the source (Fortran)
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Size: 29696 |
Author: 张大坤 |
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Description: bathe写的有限元经典源程序，对理解有限元方法和应用有限元编程非常有用-bathe wrote the classic source finite element, finite element method for understanding and application of finite element programming very useful
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Size: 26624 |
Author: 朱品正 |
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Description: Bathe教授的有限元计算程序,包括子空间迭代法-Iterate method in fem field from Professor Bathe.
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Size: 25600 |
Author: 杨祥利 |
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Description: 有限元程序源程序，sap iv, 其后续版本已发展为商业软件sap2-Program: SAP IV
Title: Static and Dynamic Response of Linear Systems
Developer: K-J. Bathe, E.L. Wilson and F. E. Peterson,
Department of Civil Engineering, University of California,
Berkeley 1973
Modified: B.F. Maison, Structural Engineer, El Cerrito, California 1992.
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Size: 624640 |
Author: zhenhe song |
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Description: 这里给出的是满阵形式存储的Jacobi法广义对称矩阵特征值计算的子程序代码，来自《 NUMERICAL METHODS IN FINITE ELEMENT ANALYSIS（K. J. Bathe E. L. Wilson）》：
-Here are the full array stored in the Jacobi method in generalized symmetric eigenvalue calculation of the subroutine code, from " NUMERICAL METHODS IN FINITE ELEMENT ANALYSIS (KJ Bathe EL Wilson)" :
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Size: 2048 |
Author: 徐莹 |
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Description: Computational Fluid and Solid Mechanics (Klaus-Jurgen Bathe)
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Size: 5462016 |
Author: Vietnam |
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Description: 有限元法的数值模拟的重要学习资料，一本不错的基础书籍哦-an important book for Finite Element method
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Size: 7135232 |
Author: yeyq |
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Description: Solid-shell elements form a class of fi nite element models intermediate between thin shell and conven-
tional solid elements. They have the same node and freedomconfi guration of solid elements but account
for shell-like behavior in the thickness direction. They are useful for modeling shell-like portions of a
3D structure without the need to connect solid element nodes to shell nodes. See Figure 1(a).
This report presents in detail the derivation and computer implementation of an 8-node solid shell element
called SS8. Most of the derivation follows the Assumed Natural Strain (ANS) method introduced by
Park and Stanley [21] for doubly curved thin-shell elements and by Bathe and Dvorkin [2] forMindlin-
Reissner plates.
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Size: 431104 |
Author: rachid |
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Description: Solid-shell elements form a class of fi nite element models intermediate between thin shell and conven-
tional solid elements. They have the same node and freedomconfi guration of solid elements but account
for shell-like behavior in the thickness direction. They are useful for modeling shell-like portions of a
3D structure without the need to connect solid element nodes to shell nodes. See Figure 1(a).
This report presents in detail the derivation and computer implementation of an 8-node solid shell element
called SS8. Most of the derivation follows the Assumed Natural Strain (ANS) method introduced by
Park and Stanley [21] for doubly curved thin-shell elements and by Bathe and Dvorkin [2] forMindlin-
Reissner plates.
Platform: |
Size: 57344 |
Author: rachid |
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Description: Solid-shell elements form a class of fi nite element models intermediate between thin shell and conven-
tional solid elements. They have the same node and freedomconfi guration of solid elements but account
for shell-like behavior in the thickness direction. They are useful for modeling shell-like portions of a
3D structure without the need to connect solid element nodes to shell nodes. See Figure 1(a).
This report presents in detail the derivation and computer implementation of an 8-node solid shell element
called SS8. Most of the derivation follows the Assumed Natural Strain (ANS) method introduced by
Park and Stanley [21] for doubly curved thin-shell elements and by Bathe and Dvorkin [2] forMindlin-
Reissner plates.
Platform: |
Size: 61440 |
Author: rachid |
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Description: Solid-shell elements form a class of fi nite element models intermediate between thin shell and conven-
tional solid elements. They have the same node and freedomconfi guration of solid elements but account
for shell-like behavior in the thickness direction. They are useful for modeling shell-like portions of a
3D structure without the need to connect solid element nodes to shell nodes. See Figure 1(a).
This report presents in detail the derivation and computer implementation of an 8-node solid shell element
called SS8. Most of the derivation follows the Assumed Natural Strain (ANS) method introduced by
Park and Stanley [21] for doubly curved thin-shell elements and by Bathe and Dvorkin [2] forMindlin-
Reissner plates.
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Size: 80896 |
Author: rachid |
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Description: 2.092/2.093 — Finite Element Analysis of Solids & Fluids I Fall ‘09
Lecture 19 - Modeling for Dynamic Analysis & Solution, cont’d
Prof. K. J. Bathe MIT OpenCourseWare-2.092/2.093 — Finite Element Analysis of Solids & Fluids I Fall ‘09
Lecture 19 - Modeling for Dynamic Analysis & Solution, cont’d
Prof. K. J. Bathe MIT OpenCourseWare
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Size: 113664 |
Author: annu |
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Description: K,J BATHE有限元分析过程的源代码-source of K,J,BATHE
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Size: 26624 |
Author: hanjiangxue |
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Description: 麻省理工大学k.j.bathe 教授开发的adina代码,欢迎大家下载,(adina sources by k.j.bathe MIT please download)
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Size: 7120896 |
Author: 桂松柏 |
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Description: sap5是线弹性结构静动力分析有限元程序。
该程序是美国加利福尼亚大学伯克利分校土木工程教授WILSON和他的博士研究生BATHE等编制。1979.5～1979.7美籍华人学者卞学鐄、张之勇应我国五机部的邀请，在北京工业学院举办有限元学习班，并赠送了该程序。沈阳鼓风机厂、北京汽车制造厂、杭州汽轮机厂、西安六三一研究所、五机部计算中心、二机部遵义计算站、西安红旗机械厂等单位先后进行移植。1980年后陆续调试完毕，投入正常使用。同时对有些工科大学学生进行为期50学时的授课。(SAP5 is a static and dynamic finite element program for linear elastic structures.
The program was compiled by WILSON, a professor of civil engineering at the University of California, Berkeley, and his doctoral student, BATHE. From May 1979 to July 1979, Chinese-American scholars Bian Xuetao and Zhang Zhiyong, at the invitation of the Five Machinery Departments of China, held a finite element course at the Beijing Institute of Technology and presented the program. Shenyang Blower Plant, Beijing Automobile Manufacturing Plant, Hangzhou Steam Turbine Plant, Xi'an 631 Research Institute, Five Machinery Department Computing Center, Second Machinery Department Zunyi Computing Station, Xi'an Red Flag Machinery Factory and other units have been transplanted. After commissioning in 1980, it was put into operation normally. At the same time, some engineering university students teach for 50 hours.)
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Size: 1010688 |
Author: 蓝天630902 |
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