1) interaction
[英][,intə'rækʃən] [美][,ɪntə'rækʃən]
共同作用
1.
Mechanism study on subsoil-strap footing-framework interaction in mining subsidence area;
采动区地基、条形基础与框架结构共同作用机理研究
2.
Interaction of Superstructure and Foundation of Silo Structure;
筒仓上部结构与地基基础共同作用的分析
3.
Analysis of interaction between deep rectangular foundation and groundsoil;
深置矩形基础与地基共同作用解析分析
2) combined action
共同作用
1.
Considering the combined action of crane and frame support system,paper introduces an elastic support method to solve these problems successfully.
介绍了当桥式吊车行走方向在刚架平面内时,考虑吊车与刚架支撑系统共同作用,用弹性支座方法解决了吊车柱肢柱底弯矩及柱顶位移过大的的问题,保证了结构的安全稳定。
2.
In current "Design Criterion for Road Bridge & Culvert Base & Foundation",the calculating equation for bearing capability of rock-socketed pile has neglected the combined action of pile and soil.
现行《公路桥涵地基与基础设计规范》中嵌岩桩承载力计算公式忽略了覆盖层的桩土共同作用。
3.
This paper studies its mechanism from stabilization, deformation and combined action.
本文从变形、受力和共同作用等方面研究其工作机理。
3) cooperative effect
共同作用
1.
Time history response analysis of cooperative effects of the tall frame-shear wall structure-piles-soil system;
高层框架剪力墙结构与桩-土共同作用的时程响应分析
2.
Different from the traditional method, the finite element method considering the cooperative effect of foundation beam and upper shear wall produces remarkable economic benefits.
区别于传统的方法,应用有限元法考虑地基梁与上部剪力墙的共同作用来设计地基梁,其经济效益是十分显著的。
3.
The mega-frame structure has got more and more recognition because of its flexible layout and whole bearing capacity,but its dynamic response for different foundation based on cooperative effect theory is not fully studied.
巨型框架结构由于其平面布置的灵活性和以空间整体受力为特征得到了建筑工程广泛的应用,而基于共同作用机理的巨型框架结构对于不同地基类型的动力响应研究并不深入。
5) pile-soil interaction
桩-土共同作用
1.
In-situ test and numerical analysis of pile-soil interaction behavior of short-pile foundation
短桩基础桩-土共同作用的原位测试与数值分析
2.
By a long-term soaking test observation and measurement of a pile embedded in expansion soil ground,the pile-soil interaction and a series of pile working characteristics were obtained such as pile settlements,distribution of axial force and lateral friction along pile shaft,foundation swell-shrink and their time-related characteristics,etc under the simulative rainfall condition.
通过对埋设在膨胀土地基中的一试桩的长时间浸水试验观测,模拟了自然降雨气候条件下单桩位移、沿桩身轴力、侧摩阻力分布、地基胀缩及其时间变化等基桩一系列工作性状和桩-土共同作用规律。
3.
When soil deformation between the cap and the pile toe is equal to the penetration of pile toe and the compressive deformation of pile stem,pile-soil interaction occurs.
从这个基本条件出发,提出了一种考虑桩-土共同作用的简化分析方法。
6) pile-soil interaction
桩土共同作用
1.
Numerical modeling of pile-soil interaction in pile-supported pier of a harbor;
深水港码头高承台桩土共同作用数值模拟分析
2.
Study on calculating method of steel sheet pile considering pile-soil interaction;
考虑桩土共同作用的钢板桩支护结构计算研究
3.
Based on the layered foundation and the hyperbolic model,using Mindlin s equation and pile-soil interaction principle,a load-transfer modified method is presented.
基于层状地基采用双曲线模型为荷载传递函数,提出了用Mindlin解和桩土共同作用的联合方法对荷载传递法的进行修正,并计算分析了单桩承载特性。
补充资料：共同海损的共同利益派
共同海损的共同利益派
【共同海损的共同利益派】对共同海损范围的一种主张。共同利益派的基本观点是:列人共同海损的牺牲和额外费用的支出不能只限于以获得共同安全为目的，为了船舶获得续航能力，安全地将货物运往目的港口，将船舶驶人避难港进行修复至重新获得适航条件时为止这一期间所发生的牺牲和费用，也应列为共同海损范围。持此项观点的多数代表着船方利益。共同利益派的观点，由于历史的原因影响重大，在目前的共同海损理算规则中仍起着主导作用。
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