新型

Results show that the novel system can better the commutation and probably be used to the weak AC system.

新型直流输电系统改善了换相特性，还可能应用到弱交流系统中。

Roller Compacted Concrete Dam is a new type of dam, which has been developed quickly and applied extensively.

碾压混凝土坝是一种近几十年发展快速、应用广泛的新型坝。

Thirdly, a new type base isolation system, i. e., slide-limited friction base isolation system is presented in this paper. Based on this system, harmonic and subharmonic periodic response of S-LF subjected to harmonic motion is investigated by using Floquet theory. Dynamic response of sliding structure subjected to earthquake ground motion is calculated with a precise high order direct integration method, and the numerical results are presented in terms of maximum acceleration response spectra of supcrstructure and maximum sliding displacement response spectrum. By comparison with isolating effects of pure-friction base isolation system and resilient-friction base isolation system , it shows that the isolating characteristic of S-LF is superior to P-F and R-FBI. Through analyzing an engineering example, it is observed that the maximum inter-storey shear force and absolute acceleration of sliding structure to earthquake ground motion are very different from those of traditional structures.

提出了一种新型基础隔震模型，即带限位装置的摩擦隔震体系；基于此隔震模型，利用Floquet理论研究地面谐运动下S-LF结构的运动特性；并利用高精度的精细时程积分法，通过对地震作用下S-LF动力响应的计算，绘制了上部结构最大加速度反应谱和基底最大滑移量反应谱，并研究了各种结构参数对隔震的影响；通过与恢复力摩擦隔震系统和纯摩擦力滑移隔震系统的比较表明，S-LF的隔震性能优于P-F和R-FBI；对计算实例的分析发现，地震作用下S-LF结构的层间最大剪力和最大绝对加速度反应分布较一般传统结构有很大区别。

Dynamic response of sliding structure subjected to earthquake ground motion is calculated with a precise high order direct integration method, and the numerical results are presented in terms of maximum acceleration response spectra of supcrstructure and maximum sliding displacement response spectrum. By comparison with isolating effects of pure-friction base isolation system and resilient-friction base isolation system , it shows that the isolating characteristic of S-LF is superior to P-F and R-FBI. Through analyzing an engineering example, it is observed that the maximum inter-storey shear force and absolute acceleration of sliding structure to earthquake ground motion are very different from those of traditional structures.

提出了一种新型基础隔震模型，即带限位装置的摩擦隔震体系；基于此隔震模型，利用Floquet理论研究地面谐运动下S-LF结构的运动特性；并利用高精度的精细时程积分法，通过对地震作用下S-LF动力响应的计算，绘制了上部结构最大加速度反应谱和基底最大滑移量反应谱，并研究了各种结构参数对隔震的影响；通过与恢复力摩擦隔震系统和纯摩擦力滑移隔震系统的比较表明，S-LF的隔震性能优于P-F和R-FBI；对计算实例的分析发现，地震作用下S-LF结构的层间最大剪力和最大绝对加速度反应分布较一般传统结构有很大区别。

The working principle and structure of the reactive power compensator based on NIC are introduced.

阐述了一种基于负阻抗变换器NIC特性的新型无功补偿器的工作原理及电路结构，在此基础上提出一种通过NIC将电感转换为可连续调节的电容的方法。

Objective To design and evaluate the optimal financing and compensatory scheme of New Rural Cooperative Medical System.

目的 对新型农村合作医疗制度筹资与补偿的最优方案进行设计与测评。

A new type fiber gauge head has been developed, and relevanted compensatory approach is given.

设计了新型的光纤测头，提出相应的补偿方案，并对补偿机理进行了详细的分析。

We present the research into and analysis of many kinds of security resolution in the thesis. Based on the analysis, we propose a security defense framework, in which IPS takes main role and honeypot is complemental. Meanwhile we give the design and implementation of the new network-based IPS.

本文研究分析了多种安全解决方案的优缺点，在此基础上提出了一种以入侵防御系统为主、蜜罐为辅助的安全防御框架，并给出新型的基于网络的入侵防御系统的设计与实现过程。

Based on the odd-perfect almost binary sequences, the new odd-periodic correlation complementary sequence set is obtained.

基于一类完备周期奇相关函数的几乎二元序列，得到了一类新型奇相关互补序列集。

A new perfect form of discrete signals, binary complementary sequence pair set, is presented under aperiodic correlation conditions.

在非周期相关条件下提出了一种新型最佳离散信号形式－二元互补序列偶集。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。