| 场地类型对抗震墙最优刚度影响的计算机分析 |
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| 引用本文： | 韦鹏生.场地类型对抗震墙最优刚度影响的计算机分析[J].华侨大学学报(自然科学版),1995,0(1):40-44. |
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| 作者姓名： | 韦鹏生 |
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| 作者单位： | 华侨大学土木工程系 |
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| 摘 要： | 采用四指针全方位循环链表动态数据结构技术,对地基场地类型对框架-抗震墙最层建筑抗震墙高优刚度的影响进行计算机分析,指出场地类型是高层建筑结构抗震设计的关键性因素之一──场地类型每变化1级,抗震墙最优刚度就相应增大或减少1倍左右.
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| 关 键 词： | 场地类型 抗震墙刚度 动态数据结构 最优化 Pascal语言 |
Influence of Site-Type on the Optimal Rigidity of Aseismatic Wall as Shown by Computer Analysis |
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| Wei Pengsheng.Influence of Site-Type on the Optimal Rigidity of Aseismatic Wall as Shown by Computer Analysis[J].Journal of Huaqiao University(Natural Science),1995,0(1):40-44. |
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| Authors: | Wei Pengsheng |
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| Abstract: | Adopting the technique of dynamic data structure established by four pointer all position circular linked list,a computer analysis is made on the influence of foundation sitetype on the optimal rigidity of aseismatic wall in a framed aseismatic wall high-rise structure.Site-type as a key factor in the aseismatic design of high-rise structure should be fully understood and taken seriously. |
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| Keywords: | site-type rigidity of aseismatic wall dynamic data structure optimization Pascal language |
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