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1)  truss-like continuum
类桁架连续体
1.
Topological optimum design of compliant mechanism based on truss-like continuum;
基于类桁架连续体的柔性机构拓扑优化设计
2)  continuous truss
连续桁架
3)  connected truss
连体桁架
4)  continuous steel-truss bridge
连续桁架桥
5)  inclined pull consecutive truss
斜拉桁架连续刚构体系
1.
With the development of inclined pull truss T structure, inclined pull consecutive beam and inclined pull consecutive truss, a new structure system has come into being in our country, which is the inclined pull truss initial concrete structure system.
卡子湾大桥结构型式为斜拉桁架连续刚构体系,其特点是把刚度较小的杆件组合集成为刚度较大的结构体系,以预应力混凝土刚性拉杆代替斜拉桥柔性钢索。
6)  continuous rigid-frame and steel truss arch
连续刚架钢桁拱
1.
Taking the Xinguang Bridge in Guangzhou as an example,this paper conducts a study of the dynamic behavior and seismic response of long span continuous rigid-frame and steel truss arch bridge under interaction of weak layered soil,weaker layered soil,harder layered soil,rock foundation and group piles.
以广州新光大桥为例,研究软弱分层土、较软分层土、较硬分层土和岩石地基与群桩相互作用下大跨度连续刚架钢桁拱桥动力特性以及地震响应。
补充资料:非连续长纤维增强体
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CAS号:

性质: 一种短纤维增强材料。这种增强体与纤维短切毡不同,其纤维的排布均沿同一方向成束状。当每根短纤维都保证大于其临界长度时,从总体上讲其增强效果与连续纤维相近。如体积分数为58%的AS-4连续纤维增强PEEK在常温下的拉抻强度为1677MPa,不连续长纤维的常温拉伸强度为1615MPa。这种增强体适于制作形状较为复杂的复合材料构件,不致在弯角处发生屈曲。

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