• 试验结果表明横向粘贴CFS显著地改善偏压延性,柱承载力有所提高

    Experimental results indicate that when strengthened with transverse CFS, the ductility of the columns improved significantly, and the ultimate strength increased as well.

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  • 本文采用试样逆光拍照延性材料拉伸试验真实应力-应变进行了有效的测量

    The backlight photography with single sample was used to measure the true stress-strain of the ductile material after necking in tensile test.

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  • 同时又结合试验提出延性与其影响因素关系式,以期为以后的延性抗震设计提供理论依据。

    The main factors to impact the ductility of SRHSHPC frame columns is theoretically analyzed, and is compared with their experimental results.

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  • 冷轧扭钢筋的拉拔试验构件试验结果表明,该种钢筋具有好的锚固延性,即很大变形滑移下仍可保持相当的锚固强度。

    The pulling and extracting tests of the cold-rolled and twisted bars and experiments on these bars members have all proved that these bars possess comparatively superior ductility and bondability.

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  • 试验结果表明GFRP可以有效地提高极限强度峰值应变延性

    The experiment results indicate that GFRP sheet can enhance ultimate strength, peak value and ductility of brick masonry columns.

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  • 试验表明延性性能抗震设计一个重要因素

    The test results indicate that its ductility performance is an important factor in aseismatic design.

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  • 试验结果分析可知,采用GFRP对带壁柱砖墙进行加固可以有效地提高砖墙平面外抗弯能力延性

    The experimental results indicate: GFRP strengthening can effectively increase the out-of-plane flexural capacity and ductility of brick walls, namely, improving the ultimate load-carrying capacity.

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  • 桥墩基本振函数为基础,推导出基于试验动力参数在役桥梁结构延性系数的计算公式,给出结构弹性地震的求解方法

    Based on the piers mode shape function, this paper studied the methodology of structure ductility coefficient by modal test and the procedure of the structures inelastic seismic force.

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  • 试验结果表明钢板夹心结构具有较高强度良好延性

    Test results show that the concrete structure sandwiched with steel plates has high strength and good ductility.

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  • 通过滞回曲线骨架曲线分析三种加固试验墩柱延性性能。

    Three reinforcement test piers' ductility is analyzed through hysteric curve and skeleton curve.

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  • 试验表明,所设计不同构造形式薄壁钢-混凝土组合结构节点具有良好延性性能足够承载能力可以实际设计时参考。

    The test indicates that the joints of the thin-walled steel-concrete composite structures have better ductility property and enough bearing capacity which can be referred in the actual project.

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  • 试验指出通过多次时效处理可以提高合金蠕变延性改善合金缺口敏感性

    The tests shown that the creep ductility were increased and the notch sensitivity of alloy were improved through multiple aging treatments.

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  • BT 20钛合金断裂试验表明CT试样均裂纹延性启裂缓慢扩展,发生脆性失稳断裂。

    Fracture test of the BT20 indicates that brittle unstable fracture occurs after ductile crack initiation and slow propagation for all the compact tension (ct) specimens.

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  • 拟静力试验表明:与普通延性相比被动肢墩具有更好延性耗能能力

    The results of pseudo-static experiment reveal that the passively split pier has better ductility and energy dissipation capacity than those of the common ductile pier column.

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  • 试验结果表明,部分预应力陶粒砼叠合连续跨中取用预应力度,不仅满足正常使用极限状态要求而且具有较好的延性

    The test results show that the continuous composite slab with lower level of prestressing can meet the requirement of ultimate state under normal serviceability and has better ductility.

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  • 试验结果表明骨—钢管混凝土压弯组合具有很好的承载力延性

    The test results show that circular steel tube columns filled with steel-reinforced concrete are of excellent bearing capacity and ductility.

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  • 试验结果表明骨-钢管混凝土组合具有很好的延性很高承载力

    The test results show that circular steel tubular columns filled with steel-reinforced concrete are of excellent ductility and high load-bearing capacity.

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  • 针对铁路桥梁中使用量最大、应用最广泛单柱桥墩通过24比例的桥墩模型的伪静力试验研究了延性抗震性能

    The ductile earthquake performance of one-column bridge piers, which are used frequently at the railway bridge, is studied by pseudo-static test for 24 large-scale pier models.

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  • 试验结果表明碳纤维横向加固偏压,其承载力延性一定程度提高

    The experimental result has shown that the ultimate bearing capacity and ductility of eccentrically loaded columns have a certain increase when they are strengthened with transverse CFRP.

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  • 试验证明,利用体外预应力技术加固混凝土简支梁桥,可以明显提高承载力延性

    The test results show that the externally prestress technology can be applied in strengthening concrete simple span beam to enhance its bearing capacity and ductility.

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  • 试验表明,两加载途径强度特性大致相似,但变形特性延性差异较大。

    The result shows that for these two load processes the strength characters are basically the same while deformation properties and brittleness and ductility are quite different.

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  • 本文制作了四个钢筋混凝土柱式模型材料加固方式进行墩柱延性性能试验研究分析加固效果

    The text makes four reinforced concrete pier models. Three of them are strengthened by three different materials and tested to research the ductile capacity of piers and analyzed strengthen effects.

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  • 试验结果表明,十字加劲肋钢板剪力墙具有较好耗能能力延性

    The test results shows that good energy dissipation and displacement ductility capacities can be achieved.

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  • 试验重点研究了框支短剪力结构延性、耗能性、刚度衰减特征,结构的屈服机制和破坏机制。

    The seismic behaviors of reinforced concrete structure frame-supported short-leg shear wall structure are investigated in the thesis of the test.

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  • 试验结果表明脆性材料延性切削模式的实现由于云母晶体裂纹走向的引导和玻璃相的强烈的剪切变形能力的共同作用。

    The test results show that the mechanism of ductile-mode material removal of the brittle material is attributed to a combination of.

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  • 模拟试验过程计算结果表明改进钢板剪力可以增加延性,耗散较大的地震能量

    The computational results of the simulated test show that the improved steel plate shear wall with slits can produce plastic deformation and consume a great quantity of earthquake energy.

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  • 为了考察奥氏体-贝氏体球可靠性使用寿命进行延性断裂韧度接触疲劳性能的试验

    The tests for the ductile fracture toughness and the contact fatigue are also carried out for examining serviceability and durability of austenite-bainite ductile cast iron.

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  • 大量试验研究地震震害表明强烈地震作用下,桥梁柱的塑性区域遭到破坏较多,是由于墩柱的弯曲延性不足而导致。

    A large number of experimented researches and earthquake indicate that most damages belong to the areas of plasticity hinge of piers in server earthquake, because piers lack curve ductility.

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  • 试验还表明墙体洞后极限承载力下降较多,需要有相应加强措施提高延性抗震能力

    The ultimate loads of the walls are reduced because of the door holes, and strengthening measures should be taken in order to improve the ductility and earthquake resistance capacity.

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  • 试验结果表明,混凝土承台中配置抗拔钢筋试件未配置抗拔钢筋的试件相比其锚固承载力延性显著提高

    Test results revealed that the ultimate loads and the ductility of the specimen with anti-punching shear bar is higher than that of the corresponding specimen.

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