| FULLY STRESSED DESIGN OF A SUPERSTATIC TRUSS WITH MULTIPLE LOADS(Ⅰ) |
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| 引用本文： | 胡定钟. FULLY STRESSED DESIGN OF A SUPERSTATIC TRUSS WITH MULTIPLE LOADS(Ⅰ)[J]. 应用数学和力学(英文版), 1983, 4(4): 625-638. DOI: 10.1007/BF01874673 |
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| 作者姓名： | 胡定钟 |
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| 作者单位： | Department of |
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| 摘 要： | In this paper,we study the relationship between the number of redundant forces and the number of load conditions in a super-static truss without sick members in order to accomplish fully stressed design.This paper will not only improve the conclusion given by R.H.Gallagher et al.,but also clarify the choice of load conditions(number,magnitude and form).Moreover,it will explain that some counter-examples in literatures are invalid.
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| 收稿时间： | 1981-02-23 |
Fully stressed design of a superstatic truss with multiple loads (I) |
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| Hu Ding-zhong. Fully stressed design of a superstatic truss with multiple loads (I)[J]. Applied Mathematics and Mechanics(English Edition), 1983, 4(4): 625-638. DOI: 10.1007/BF01874673 |
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| Authors: | Hu Ding-zhong |
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| Affiliation: | Department of Mathematics, Jilin University |
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| Abstract: | In this paper, we study the relationship between the number of redundant forces and the number of load conditions in a super-static truss without sick members in order to accomplish fully stressed design.This paper will not only improve the conclusion given by R. H. Gallagher et al., but also clarify the choice of load conditions (number, magnitude and form). Moreover,it will explain that some counter-examples in literatures are invalid. |
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