1) bond and anchor characteristics of reinforcement
纵筋粘结锚固
2) FRP tendon anchorage
FRP筋粘结锚固
3) beam bar anchorage
梁筋粘结锚固性能
1.
Integrated results and behaviors consisting of load resistant capacity,ductility,energy dissipation capacity,beam bar anchorage were investigated.
为揭示钢筋混凝土框架夹心节点与传统节点抗震性能的差别,对空间中节点、空间端节点和空间角节点3组共6个试件进行对比试验,重点针对受力性能、变形性能、耗能性能以及梁筋粘结锚固性能进行对比分析。
4) bond-anchorage
粘结锚固
1.
Research on design of the bond-anchorage of unbent steel bar of the beam-column joints of high strength concret;
高强混凝土梁柱节点直通钢筋粘结锚固
2.
Influence analysis of the reinforcement and concrete performance on bond-anchorage
钢筋与混凝土的性能对粘结锚固的影响分析
3.
On bond-anchorage of steel bar and concrete and its mechanism
钢筋与混凝土的粘结锚固及机理
5) bond and anchorage
粘结锚固
1.
After analyzing both the reliability of pulling out bond specimens of 166 cold rolled and twisted bars and the testing results of anchoring 17 beams,the bond and anchorage lengh of bars and design suggestions are given out in this paper They provide theoretical and experimental data for compiling industrial standard“Specification of Concrete Structures with Cold rolled and Twisted Bars
通过对１６６个冷轧扭钢筋混凝土拉拔试件和１７根梁粘结锚固试验结果的可靠度分析，得出了冷轧扭钢筋的基本锚固长度以及相应的设计建议，为编制行业标准《冷轧扭钢筋混凝土结构技术规程》提供了理论和试验依据，有关成果已被该《规程》采纳。
6) bond anchorage
粘结锚固
1.
The main influences on bond anchorage performance are discussed as well.
对112个拉拔试件进行了单调加载下的拔出试验研究,分析了3种新型高强预应力钢筋的外形特征,通过拉拔试验,探讨了其与混凝土的粘结锚固特性和受力破坏全过程,研究了影响粘结锚固性能的主要因素,并统计回归了高强预应力钢筋的锚固强度计算公式。
补充资料：筋弛纵缓
筋弛纵缓
筋弛纵缓 病证名。证见筋弛缓，收缩无力。“弛”同“驰”。《灵枢·经筋》：“有热则筋弛纵缓，不胜收，故僻。”
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