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1)  eight-plastic-hinge framework
八塑性铰机构
2)  plastic hinge
塑性铰
1.
Simplified calculation for the externally prestressed beam based on the plastic hinge;
基于塑性铰体外预应力混凝土梁的简化计算
2.
Nonlinear finite element analysis of reinforced concrete eccentricbeam-column joints with spread-ended beams and the study of plastic hinge;
梁端水平加腋与塑性铰关系的非线性有限元分析
3.
An improved calculation method for stirrup ratios in plastic hinge regions of concrete piers by using RBF neural network;
混凝土桥墩塑性铰区箍筋用量RBFNN改进算法
3)  yield line
塑性铰线
1.
By adoption of yield line theory, the author analyses the bearing capacity of square slabs reinforced with carbon fibre reinforced plastic (CFRP) or steel strips and improves Zhang Jiwen s yield line pattern.
采用塑性铰线理论 ,分析外贴碳纤维布 (CFRP)或钢条带加固的正方形板的承载力 。
2.
Based on the result, the authors put forward the yield line distribution trait:leaning direction of the yield line is within the interval (0°,45°].
根据分析结果 ,明确了塑性铰线的分布规律 :倾斜方向的塑性铰线 ,其倾斜角度必定处在 (0 ,4 5°]的区间内 ,不会超出 4 5°。
3.
The yield line pattern and strength of the plated RC slabs subjected to a uniformly distributed load are analyzed and calculated by employing yield line method,and furthermore,a practical design procedure and corresponding designing tables are also proposed.
在已有的混凝土双向板外贴板加固试验研究成果[1] 的基础上 ,进一步应用塑性铰线理论对承受均布荷载的混凝土矩形双向板用外贴薄板加固后的最终塑性铰线模式及其承载力进行了分析计算 ,在此基础上提出了适用于该类加固板的实用设计计算方法及设计表格 ,并编制了相应的通用程
4)  plasticity hinge
塑性铰
1.
The failure mode and plasticity hinge developing processing under the rare earthquake function of the cross truss system were obtained.
采用push-over方法对钢结构交错桁架体系在三种罕遇地震烈度下的抗震性能进行了分析,得出了交错桁架体系在罕遇地震作用下的破坏模式及塑性铰的发展过程,并对交错桁架结构体系的设计提出了几点建议。
2.
Construction displays elasto-plasticity deforming which is nonlinear deformation most concentrating in piers, structural shock-resistant performance is related to the ductility and power-wasting ability of piers, the ability of nonlinear deformation mainly depends on the ability of ductility in the areas of plasticity hinge.
结构的抗震性能与墩柱的延性变形与耗能能力直接相关,而墩柱的非线性变形能力取决于塑性铰区截面的延性性能。
5)  plastic hinges
塑性铰
1.
The key of determination of ultimate load for rigid frame is to determine the positions of the plastic hinges.
因此,提出了一种实用计算方法,按复杂应力状态及Mises屈服条件判定塑性铰的出现,从而确定型钢刚架极限荷载值。
6)  plastic hinge line
塑性铰线
1.
In this paper,the failure mechanism of a special shape reinforced concrete slab under uniformly distributed loading,was established based on the plastic hinge line theory,and the temperature field in slab was determined by using the finite difference method.
本文基于塑性铰线理论确定了钢筋混凝土异形板的破坏机构,并利用有限差分法计算了火灾时板内的温度场,根据高温后钢筋和混凝土的力学性能对塑性铰线截面的弯矩及灾后极限均布荷载进行了分析,为钢筋混凝土板火灾后的评估和维修提供依据。
2.
A simplified calculation method was also given,in which plastic hinge line model was used.
建立了节点承载力计算的塑性铰线模型,推导了塑性铰线的承载力,得到了受拉翼缘的极限拉力,并最终确定了节点的承载力计算方法。
补充资料:铰铰
1.象声词。形容金属撞击声。亦形容人的言行明快刚直。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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