CAJ | 학술논문

应用R型因子分析模型和SPSS19.0软件对四川省芦山县670座公共建筑进行了实证研究。通过2013年芦山7.0级地震中2008年以前建造的公共建筑和2008年以后建造的公共建筑的受损结果进行了对比分析。研究认为芦山7.0级地震中受损严重的公共建筑以2008年以前的为主，汶川8.0级地震以后建造的公共建筑的抗震效果明显；2008年以后的公共建筑全部达到了Ⅶ度设防的目标要求；同一种建筑结构抗震性能的差异性也较大；框架结构表现出比其他结构更好的抗震性，按照Ⅶ度设防标准建筑的框架结构，基本可以抵御Ⅸ度烈度的强震。
응용R형인자분석모형화SPSS19.0연건대사천성호산현670좌공공건축진행료실증연구。통과2013년호산7.0급지진중2008년이전건조적공공건축화2008년이후건조적공공건축적수손결과진행료대비분석。연구인위호산7.0급지진중수손엄중적공공건축이2008년이전적위주，문천8.0급지진이후건조적공공건축적항진효과명현；2008년이후적공공건축전부체도료Ⅶ도설방적목표요구；동일충건축결구항진성능적차이성야교대；광가결구표현출비기타결구경호적항진성，안조Ⅶ도설방표준건축적광가결구，기본가이저어Ⅸ도열도적강진。
By using R-factor analysis model and SPSS19.0 software,an empirical study is done to 670 public constructions in Lushan County in Sichuan Province.The damaged results during Lushan M7.0 earthquake in 2013 of public constructions built before and after 2008 are comparatively analyzed.Results show that most of the seri-ously damaged public constructions were built before 2008.Buildings of post-earthquake reconstruction are of obvi-ous anti-seismic effect and all have reached the goal of intensity Ⅶ.The same architectural structure has different seismic behaviors.Skeleton structure has better earthquake resistance than others.Skeleton structures of seismic in-tensity Ⅶ degrees can resist Ⅸ intensity earthquake.