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| 框架结构抗震计算有限元过程的重要改进 | |
| 作者单位： | 安徽建筑工业学院建筑工程与建材系 |
| 摘 要： | 采用有限元法进行框架结构的抗震计算，用一种新的静、动力凝聚技术使计算效率得到大大提高。 |
| 关 键 词： | 框架结构，抗震计算，地震作用 |
AN IMPORTANT IMPROVEMENT OF THE FEM ON THE EARTHQUAKE RESISTANT CACULATION OF FRAME STRUCTURES |
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| Authors: | Gan Hong Zhang Weilin Zhang Yuntao |
| Abstract: | In this paper, the FEM is adopted for the earthquake resistant caculation on frame structures, and a new static as well as dynamic condensation technical manners is introduced here, so that the caculating efficiency is improved greatly. |
| Keywords: | frame structure earthauake resistant caculation seismic action |
| 本文献已被 CNKI 等数据库收录！ | |