1、

Yield line method for calculation of the load-carrying capacity of stepped K-type gapped RHS-joints

不等宽K型间隙方管节点承载力计算的塑性铰线法

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2、

Design of oblique three joint squeezed with heat for generating unit of large capacity

大容量机组热挤压斜三通设计

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3、

Based on the analysis of research status, this paper presents a new Lower Limbs Rehabilitative Robot with the capacity of metatarsophalangeal joint exercise.

本课题在分析国内外研究现状的基础上提出了带有跖趾关节运动能力的下肢康复机器人。

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4、

Considering beam sagging moment capacity, joint moment capacity, joint rotation capacity and required rotation capacity, the plastic analysis method is suitable for the design of beams for semi-rigid composite frames under vertical loads at ultimate limit state.

塑性分析方法考虑了组合梁的跨中弯矩承载力、节点弯矩承载力、节点转动能力和设计需要的节点转动能力,适用于竖向荷载下半刚性连接组合框架梁的承载能力极限状态设计。

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5、

ULTIMATE BEARING CAPACITY ANALYSIS AND PROPOSAL OF FORMULA FOR LAPPED TUBULAR K-JOINTS Analysis and proposal for the improvement on braking beam cracking of model 8A bogie

K型搭接节点承载力性能分析及建议公式转8A型转向架制动梁裂损分析及改进建议

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6、

Var optimization was realized by modulating var compensation capacity, location and the tap joint of transformer.

以调节无功补偿容量、补偿点分布、变压器分接头位置为手段,实现无功优化目的。

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7、

intersecting joint has become the major one in steel tube structure, for its advantages in load-carrying capacity, steel-saving, simple construction, legerity, elegance and so on.

而相贯连接钢管结构更以其受力性能好、节约钢材、施工简单、轻巧优美等优点成为目前钢管结构中最主要的结构形式之一。

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8、

nonlinear finite element analysis of the ultimate bearing capacity of reinforced circular tubular gapped k-joints with a flashboard

插板加强K型间隙圆钢管相贯节点的极限承载能力非线性有限元分析

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9、

it is shown that the tie bars can be omitted in dummy longitudinal joint of steel fiber cement concrete pavement by analysis of its capacity.

对钢纤维混凝土纵向假缝的承载能力进行了讨论,认为纵向假缝可以取消拉杆;

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10、

Will the joint area with dense hooped reinforcement enhance the bearing capacity of the frame column?

节点区箍筋加密是否有利于框架柱承载能力的提高?

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11、

This paper presents a computing method for static bearing capacity of tubular T-joints under tensile loading.

本文给出了受拉荷载作用下T型管节点静承载力的实用计算方法&等效单环法。

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12、

Study on Bonding Strength of Horizontal Bedding Joint against High Arch Dam's Bearing Capacity

水平层缝结合强度对高拱坝承载能力的研究

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