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1)  partial depth endplate connection
部分端板连接
2)  end connection
端部连接
3)  end-plate connection
端板连接
1.
Seismic design method of end-plate connections of steel structures;
钢结构端板连接抗震设计方法
2.
Experimental investigation of behaviour of H-section steel beams (end-plate connection) under fire;
H型钢梁(端板连接)火灾行为的试验研究
3.
Study on the moment-rotation relationship of high-strength boltend-plate connection joints;
高强螺栓端板连接节点的弯矩—转角关系研究
4)  end-plate connections
端板连接
1.
An end-plate strength model of beam-column end-plate connections;
梁柱端板连接节点的端板强度计算模型
2.
Through analysis by ANSYS on resistance and destroyed pattern of bolts in end-plate connections,we can find that though the bolts suffer large moments,the level of moments is low in the location where the bolts were destroyed.
运用ANSYS有限元软件分析了端板连接中螺栓的受力及破坏机理,发现螺栓虽然受到较大弯矩的作用,但是破坏的位置却在弯矩较小处,说明拉力是造成破坏的主要因素。
3.
Through the analysis by ANSYS on regular pattern of variation of reacting force in end-plate connections,some shortcomings are found in traditional theory in describing the force condition of end-plates and bolts.
运用ANSYS有限元软件分析了端板连接中端板反力的变化规律,发现传统的计算理论不能确切地反映端板及螺栓的实际受力情况。
5)  end plate connection
端板连接
1.
Analysis on M-θ curve model control parameter of extended end plate connection;
外伸式端板连接M-θ关系曲线控制参数的研究
2.
In order to study the hysteretic behavior of extended end plate connections, 8 connections with four tension bolts are tested to failure under cyclic loading.
为了探讨梁柱端板连接的滞回性能 ,进行了 8个节点试件的循环加载试验 ,其中涉及到加劲肋作用的有 5个 ,试验中柱端施加了轴向压力。
6)  partial-depth end-plates
部分端板
1.
Beam-to-column composite joints with partial-depth end-plates, which can be regarded as a special example, have a wider developed space because of their easier configuration and convenient construction.
部分端板连接组合节点可以作为端板连接组合节点的特例,其构造更为简单、施工更加方便,有着广阔的发展空间。
补充资料:凹板印刷机用胶布板
分子式:
分子量:
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性质:用于高速轮转凹版印刷机的胶布板。供印刷报纸、杂志、图书等。与凸版印刷机用胶布板的装置位置相同,不与油墨直接接触,但作用不同,通过橡皮表层的弹力作用,将凹沟内的油墨吸到纸张上。印刷时所受的压力较大,胶层须较厚。

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