1.
Fiscal Decentralization and Fiscal Expenditure Composition of Subnational Governments: based on China s Provincial Panel Data;
财政分权与地方政府支出结构偏向——基于中国省级面板数据的研究
2.
Consumer Spending Flows ·Consumption Structure Adjustment·Consumption Structure Upgrading;
居民消费支出流向·消费结构调整·消费结构升级
3.
On China finance payout function structure s departure with public finance--Take administrative management fee payout as analysis angle;
浅析我国财政支出功能结构对公共财政的偏离——以行政管理费支出为分析视角
4.
Paying Attention to the People s Livelihood:Orientation and Approach of Adjustment of China s Fiscal Expenditure Structure;
关注民生：财政支出结构调整的方向与途径
5.
Expenditure Structure Optimization Research Which Take Protection of People's Livelihood as Guidance of Our Country
民生保障为导向的我国财政支出结构优化研究
6.
Structural Influencing Coefficient of Eccentrically K-braced Steel Frames;
K型偏心支撑钢框架的结构影响系数
7.
A New Permanent Magnet Biased Radial Magnetic Bearing
一种新型结构的永磁偏置径向磁轴承
8.
Performance evaluation procedure based on MPA method for uni-directional eccentric structures
基于MPA的单向偏心结构性态评估方法
9.
In order to reduce the torsional coupled effect, the paper brings forward that knightheads setting along the transverse direction can improve the aseismic property economically and effectively.
针对结构基频出现扭转振型，提出增加横向支撑斜杆以更经济、有效地改善结构的抗震性能。
10.
Strategy and Result-oriented Public Expenditures Performance Appraisal Model;
战略与结果导向的公共支出绩效评估模型的构建
11.
The Institutional Restraint and Goal Guidance on Optimization of Our Country Expenditure Structure
中国财政支出结构优化的制度性约束与目标导向
12.
Research on Behavior of Eccentrically Braced Structures Installing Viscoelastic Damper;
设置粘弹性阻尼器偏心支撑结构的性能研究
13.
Dynamic Analysis of Eccentrically Braced Steel Frame in High-rise Building;
高层偏心支撑钢框架结构动力反应分析
14.
Research of Bias Tunnel Excavation Sequence and Supporting Structure Optimization
偏压地形隧道开挖顺序及支护结构优化研究
15.
Structure influencing coefficient of the herringbone eccentricity supporting rigid frame
人字形偏心支撑钢框架的结构影响系数
16.
Seismic Analysis of Eccentrically Braced High-rise Steel Frames
含偏心支撑高层钢结构的抗震性能分析
17.
Optimization Design Method of Link Beam in Eccentrically Braced Steel Frame
偏心支撑钢框架结构耗能梁段的优化设计方法
18.
Experimental study on earthquake-resistent behavior of D-type energy dissipating eccentrically braced steel frames
D型耗能器偏心支撑结构的抗震性能试验研究