重点介绍了主楼的结构体系，并就连梁超限及框支梁受力进行了对比分析。
The structural system of main building is mainly introduced and comparison analyses are carried out for overload of post-and-lintel and bearing of framed beams.
托墙框支梁由于存在墙梁共同工作作用的影响，框支梁的受力情况相当复杂。
Because of the influence of the wall-beam interaction, the bearing force of the frame-supported beams is very completed.
因此本文的内容主要是在总结一些成熟的研究经验的基础上，对有开洞墙体的框支梁在不同的结构条件下其内力变化的规律进行研究。
So the research in this paper is about the internal force variation rule of the frame-supported beam of wall body, which based on some mature investigative experience at difference models.
结合课题组前期研究成果，对框支密肋壁板结构墙梁的计算方法进行研究。
Based on the former research results, the calculation measure for the wall beam of frame-supported multi-ribbed slab structure has been studied in this paper.
结合课题组前期研究成果，对框支密肋壁板结构墙梁的计算方法进行研究。
Based on the former research results, the calculation measure for the wall beam of frame-supported multi-ribbed slab structure has been studied in this paper.
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