摘要
该研究是在一层一跨带填充墙的框架结构的基础上进行的.在试验研究中,每层每跨中的填充墙单元与前期一层一跨试验中的试件材料相同,且具有相似的几何性质.通过与试验结果的对比分析,提出了多层多跨框架的强度计算公式.研究表明,具有相似性质的一层一跨钢筋混凝土框架的强度值可用来估算多层多跨的情况.
This study is the extension of previous research on onestorey, onebay reinforced concrete frames with brick masonry infill. Two threestorey threebay specimens were built and tested under the application of inplane horizontal loads at floor level in this research. The test results are reported and compared with the performances of singlestorey and singlebay specimens. The result analysis shows that the shear capacity of multistorey, multibay can be predicted using onestorey, onebay infills with similar material properties.
出处
《江南大学学报（自然科学版）》
CAS
2003年第2期186-189,共4页
Joural of Jiangnan University (Natural Science Edition)
