节点文献
以汶川地震解读砌体结构抗震设计新要点
Some Amendments about Masonry Structure in a New Code for Seismic Design of Buildings after Wenchuan Earthquake
【摘要】 砌体结构作为我国传统建筑形式,在各类建筑中占有十分重要的地位.但由于材料明显的脆性性质,相比于钢筋混凝土结构或钢结构建筑,砌体结构的抗震能力较差.因此,砌体结构的抗震设计进展也始终为人们所关注.结合汶川地震,分析了新规范中关于多层砌体结构抗震设计的修改要点.
【Abstract】 As a traditional structure,masonry structure plays an important role.Its seismic capacity is much poorer than reinforced concrete or steel structure due to the material brittleness.Progress in seismic design for masonry structure is the research focus for a long time.Combined with the destruction of Wenchuan Earthquake,some amendments about masonry structure in a new Code for Seismic Design of Buildings are summarized and analyzed.
【基金】 内蒙古自治区自然科学基金项目(No2009MS0705)
- 【文献出处】 内蒙古大学学报(自然科学版) ,Journal of Inner Mongolia University(Natural Science Edition) , 编辑部邮箱 ,2012年02期
- 【分类号】TU364;TU352.11
- 【被引频次】4
- 【下载频次】126