CAJ | 학술논문

以 GB50003-2011《砌体结构设计规范》、GB50007-2011《建筑地基基础设计规范》、GB50010-2010《混凝土结构设计规范》、GB50011-2010《建筑抗震设计规范》等现行规范为依据，并结合呼伦贝尔地区某砌体工程结构设计实例，论述了如何应用PKPM软件从PM结构模型建立、现浇板计算分析、抗震计算、基础设计、施工图的整理到结构信息的提取整个分析处理过程。为从事砌体结构设计的相关人员提供必要PKPM计算理论基础和经验。
이 GB50003-2011《체체결구설계규범》、GB50007-2011《건축지기기출설계규범》、GB50010-2010《혼응토결구설계규범》、GB50011-2010《건축항진설계규범》등현행규범위의거，병결합호륜패이지구모체체공정결구설계실례，논술료여하응용PKPM연건종PM결구모형건립、현요판계산분석、항진계산、기출설계、시공도적정리도결구신식적제취정개분석처리과정。위종사체체결구설계적상관인원제공필요PKPM계산이론기출화경험。
Based on the current codes of the code for de-sign of masonry structures ( B50003 -2011 ) , the code for de-sign of building foundation (GB50007-2011), the code for design of concrete structures ( GB50010-2010 ) , and the code for seismic design of buildings ( GB50011 -2010 ) , connected with the actual design example of a masonry structure project in Hulun Buir, the paper discusses the complete analysis process of how to use the PKPM software to establish PM structure model, calculate and analysis the Cast -in -situ slab, seismic calcu-late, foundation design, construction drawings of finishing and extract of structural information. To provide the necessary theo-retical basis and PKPM computing experience for the personnel engaged in the design of masonry structure.