1) earth's gravity recovery
重力场模型恢复
2) gravity field recovery
重力场恢复
1.
Two basic observation equations for gravity field recovery are presented.
将卫星地面跟踪、高低卫星跟踪和低低卫星跟踪恢复重力场的原理进行统一 ,导出了两种能充分综合多种跟踪观测的卫星重力场恢复基本观测方程。
3) resilience model
恢复力模型
1.
The resilience model was built up.
对河北理工大学研制的由碟形弹簧和粘弹性阻尼器组合而成的碟形弹簧竖向减震装置进行了力学性能试验研究,建立了恢复力模型。
2.
In order to capture the essential features of RC shear wall resilience model,the pseudo-static test of 15 RC shear walls considering different parameters has been conducted in state key laboratory for disaster reduction in civil engineering.
目的研究RC剪力墙构件并给出其基于试验结果的恢复力模型。
4) restoring force model
恢复力模型
1.
Study on restoring force models of steel beam-column connections with composite action;
考虑组合效应的钢框架梁柱节点恢复力模型研究
2.
Study on restoring force model of friction pendulum isolator;
摩擦摆支座恢复力模型研究
3.
Research on restoring force models of frame columns with ultra-limited axial compression ratio;
轴压比超限时框架柱的恢复力模型研究
5) hysteretic model
恢复力模型
1.
Influence analysis of hysteretic model on constant-ductility seismic resistance spectra for seismic design of structures;
恢复力模型对等延性地震抗力谱的影响分析
2.
Based on experiments of four model joints under low reversed cyclic loading,the failure patterns,characteristic loads,hysteretic model,ductility,energy dissipation and deformation restoring capacity of the prestressed concrete spatial joints were systemically studied.
通过4个模型节点的低周反复荷载试验,对预应力混凝土空间节点的破坏形态、特征荷载、恢复力模型、延性、耗能能力、变形恢复能力等进行了较为系统的研究。
6) hysteresis model
恢复力模型
1.
In order to check the relevant specifications for coupled shear walls in Building Design Code and to validate the applicability of a coupled shear wall model, pseudo static test of three coupled shear wall specimens has been described with further discussion on hysteresis model followed.
为考察规范中有关联肢剪力墙设计条款的适用性和验证一种可以考虑墙肢中性轴的移动和连梁中弯曲、剪切和粘结滑移等各类变形的联肢剪力墙模型的可靠性,本文进行了据规范设计的三片联肢剪力墙的低周反复荷载试验,讨论了恢复力模型的形式,并提出一种可以反映墙肢中性轴的移动和连梁的包含弯曲、剪切和滑移各种变形在内的计算模型用于理论分析。
2.
And a practical hysteresis model of steel members which takes the effects of damage cumulation and fracture into.
基于钢材在反复荷载作用下的损伤累积力学模型 (包括损伤变量D的计算公式 ,损伤对钢材屈服强度、弹性模量、强化系数的影响以及钢材考虑损伤累积效应的应力 -应变滞回关系等 )和损伤累积断裂准则 ,采用改进的数值积分方法对钢构件的滞回曲线进行了计算机仿真 ,并建立了实用的考虑损伤累积和断裂效应的钢构件恢复力模型 。
补充资料：地球重力场模型
见地球重力场。
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