本文主要讨论在一般小型设计室而无电子计算机的情况下，如何迅速而简便地计算低层多跨框架的内力。
This paper primarily discusses a simple method for computing inter force of structure of frames. This method can be used without electric computer.
直接计算方法不但对简支梁适用，对比较普遍的多跨框架梁，而按单跨进行体外索布索加固的情形也是可行的。
The direct design approach is applied not only in the simple-span beams with external post-tensioning, but also in the multi-span frame beams.
在本论文工作之前，本学科点已利用该程序完成了处于不同设防烈度区的各类典型多层多跨框架结构的系列非线性动力反应分析工作。
Our research group has completed a series of nonlinear dynamic response analysis of various typical multi-storey and multi-span frameworks in various intensity-category by this program.
一种方法是使用配置框架如Puppet来跨多系统管理sudo配置。
One way is to use a configuration framework like Puppet to manage sudo configurations across multiple systems.
基于两榀接近足尺的后张有粘结预应力混凝土框架的试验，对多跨预应力框架的内力重分布进行了研究，重点考虑了框架的连续性和轴压比的影响。
Based on tests of two full-scale double-span prestressed frames, internal force redistribution of frame was studied and continuity of structures and axial compression ratio of column were analyzed.
新建部分主体结构采用钢筋混凝土结构，楼层及屋顶大跨部分采用钢桁架结构，形成多筒体-部分框架结构体系。
The new part is built by reinforcement concrete structure, while the steel truss is installed for large-span roof and floors, thereby, two models formed a multi-tube with part of frame structure.
对于多层多跨的框架结构，构件数量众多，直接确定损伤位置十分困难。
It is difficult to identify the damage location directly for the high frame structure which contains too many components.
对于多层多跨的框架结构，构件数量众多，直接确定损伤位置十分困难。
It is difficult to identify the damage location directly for the high frame structure which contains too many components.
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