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| 木结构房屋抗震性能的试验研究 | |
| 引用本文： | 单玉坤,苏爱军,秦爱娟.木结构房屋抗震性能的试验研究[J].河北工业大学成人教育学院学报,2007,22(3):39-43. |
| 作者姓名： | 单玉坤 苏爱军 秦爱娟 |
| 作者单位： | 1. 河北工业大学土木工程学院,天津,300132 2. 承德市房产管理局,承德,067000 3. 河北省交通厅公路管理局,石家庄,050000 |
| 摘 要： | 木结构房屋在我国某些地区仍有着广泛的应用,但由于材料的短缺目前我国对于木结构所做的研究不多。本试验通过拟静力试验的方法,对两榀无填充墙和有填充墙的木框架分别进行了在低周期反复荷载作用下受力性能的研究,观测了框架的整个破坏过程,分析了木框架的强度、变形和抗震性能。试验及分析表明,木框架本身具有很好的韧性,能够产生较大的位移而不破坏,填充墙在框架中相当于两个斜支撑,充分利用墙体的抗侧刚度能够显著增大框架的抗震能力。木结构房屋具有较好的抗震性能,能满足地震区的设计要求。 |
| 关 键 词： | 木结构 填充墙 抗震性能 |
| 文章编号： | 1008-911X(2007)03-0039-05 |
| 修稿时间： | 2007年5月12日 |
Experimental Research on Seismic Behavior of Timber Frame Buildings |
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| SHAN Yun-kun,SU Ai-jun,QIN Ai-juan.Experimental Research on Seismic Behavior of Timber Frame Buildings[J].Journal of Adult Education School of Hebei University of Technology,2007,22(3):39-43. | |
| Authors: | SHAN Yun-kun SU Ai-jun QIN Ai-juan |
| Abstract: | Timber frame buildings have been used in many places in China,but now we have less study on them as material lacked.By quasi-static way this test do some research on the two timber frames with and without filled wall,the failure behavior,load capacity,deformation,energy consumption was discussed.Studies show that timber frames have good tenacity and can have big displacement but not snapped.And the filled wall can increase the seismic ability.Timber frame buildings have better seismic performance and be satisfied with the design in earthquake areas. |
| Keywords: | Timber frame buildings filled-wall seismic behavior |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |