1) framework composition
框架组合
1.
The thesis study the problem of control flow integration, framework gap, framework overlap, framework composition direction in the procedure of framework composition, and proposes the solution of the problem, the end, proposes a model of multi framework integration policy.
针对多框架组合过程中遇到的控制流整合问题 ,框架间隙问题 ,框架重叠问题 ,框架组合方向问题作了深入的探讨 ,并提出了针对不同问题的解决方案 ,最后将这些解决方案合并后 ,得到了多框架集成策略模
2) composite frame
组合框架
1.
Practical analysis of natural periods for semi-rigidly connected multi-story composite frames;
半刚性连接多层组合框架自振周期实用计算方法
2.
Non-linear analysis of new concrete composite frames construction model;
新型混凝土组合框架结构模型的非线性分析
3.
Design of beams for semi-rigid composite frames at ultimate limit state under vertical loads;
竖向荷载下半刚性连接组合框架梁的承载能力极限状态设计
3) composite steel frame
组合钢框架
1.
The special fire furnace and experimental set-up were designed based on an one-span single storey composite steel frame.
利用自行研制的火灾加温试验炉及相关测试装置,对2种不同连接方式共4榀组合钢框架在不同的火灾工况下的火灾变形性能进行了试验研究,火灾工况包括:梁、板、柱同时受火而节点不受火和梁、板受火而柱、节点不受火2种。
2.
Using the special fire furnace and experimental set-up designed for 2-bay and 2-storey composite steel frames,the performance of 2 full scale 2-bay and 2-storey composite steel frames in the same span fire were studied.
利用自行研制的火灾试验炉,对3榀两层两跨组合钢框架在不同火灾工况下的性能进行了试验研究,火灾工况包括:单室受火、同跨受火和底层受火三种工况,试验时,梁、板、柱同时受火,节点不受火。
4) composite steel frames
组合钢框架
1.
Using the special fire furnace and experimental set-up,the failure mechanism of 4 composite steel frames with different connections between reinforced concrete and steel beam in two different fire conditions were studied.
文章利用自行研制的火灾试验炉,对二种不同连接形式的4榀单层单跨组合钢框架在火灾作用下的破坏行为进行研究,火灾工况包括:梁、板、柱同时受火、节点不受火和梁、板受火而柱、节点不受火二种。
2.
Behavior of 2 full scale 2-span and 2-storey composite steel frames subjected to single room fire is studied with the self developed fire furnace.
本文利用自行研制的火灾试验炉,对单室火灾时2榀双层双跨组合钢框架的火灾性能进行了试验研究,火灾工况包括:梁、板、柱同时受火,节点不受火;梁、板受火,而柱、节点不受火二种。
5) composite frame beam
组合框架梁
1.
Analysis on steel-concrete composite frame beam and the rigidity of composite joints;
钢—混凝土组合框架梁及组合节点的刚度分析
2.
Analysis of effective flange width of composite frame beam in negative bending moment area;
组合框架梁负弯矩区有效翼缘宽度分析
3.
Based on the test of composite frame,the effective flange width of composite frame beam is analyzed and the test results are compared with China Code GB50017-2003,Euro Code 4 and British Code BS 5950,which shows that the effective width values from measured strain are bigger than those of the codes while the widths obtained by reverse calculation from the measu.
在组合框架的试验基础上,对组合框架梁的有效翼缘宽度进行了分析,并与我国规范GB50017—2003、欧洲规范4和英国规范BS 5950计算结果进行比较。
补充资料：组合模式或组合振动
分子式：
CAS号：
性质：在红外光谱中通常出现很多的弱吸收，组合模式或组合振动系指对应于两个或多个基本振动频率之和起源，它的弱吸收于多原子分子振动态相互作用的振子的非谐性。与基频振动及倍频所引起的吸收相比，这些吸收是比较弱的。
CAS号：
性质：在红外光谱中通常出现很多的弱吸收，组合模式或组合振动系指对应于两个或多个基本振动频率之和起源，它的弱吸收于多原子分子振动态相互作用的振子的非谐性。与基频振动及倍频所引起的吸收相比，这些吸收是比较弱的。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条