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2016年8月12日,CIGRE AORC C6 Panel第二次会议在西安曲江国际会议中心召开, CIGRE 中国及亚太区SC C6专委会主席、千人计划专家马钊博士首先简要介绍了CIGRE AORC C6 的背景和一年来的工作,并主持了会议讨论。CIGRE中国国家委员会赵建军主任介绍了2016 年在印度召开的CIGRE AORC 理事会会议和技术研讨会的情况,并介绍了2017年将在中国召开的CI...
3D Virtual Modelling of a Gothic Stained-Glass Panel
architecture cultural heritage laser scanning
2015/12/16
The paper illustrates laser scanning methodology applied to the study of a gothic stained-glass window: the work can help
understanding how glass objects are measured by laser scanner, conforming to ...
Limit Theory for Panel Data Models with Cross Sectional Dependence and Sequential Exogeneity
Panel Data Models Sequential Exogeneity
2015/9/22
The paper derives a general Central Limit Theorem (CLT) and asymptotic distributions for sample moments related to panel data models with large . The results allow for the data to be cross sec...
Bias Reduction for Dynamic Nonlinear Panel Models with Fixed Effects
Fixed Eff ects Dynamic Nonlinear Panel Models
2015/9/22
The fixed effects estimator of panel models can be severely biased because of well-known incidental parameter
problems. It is shown that this bias can be reduced as T grows with n. We con...
Asymptotic Distribution of MisspeciÖed Random E§ects Estimator for a Dynamic Panel Model with Fixed E§ects When Both n and T are Large
panel model random e§ects
2015/9/22
We consider a dynamic panel AR(1) model with Öxed e§ects when both n and T are large. It is shown
that the MLE motivated by the random e§ects assumption is asymptotically unbiased even when the
...
Asymptotically Unbiased Inference for a Dynamic Panel Model with Fixed Effects When Both n and T are Large
Asymptotically Unbiased Inference Dynamic Panel Model
2015/9/22
We consider a dynamic panel AR(1) model with fixed effects when both n and T are large. Under the
“T fixed n large” asymptotic approximation, the ordinary least squares (OLS) or Gau...
Determinants of international tourism: a three-dimensional panel data analysis
panel data analysis international tourism
2015/7/17
International tourism is a fast growing industry generating half a trillion dollars
in annual revenues and accounting for almost 10% of total international trade,
and almost half of total trade in s...
Periodic Photogrammetric Monitoring and Surface reconstruction of A Historical Wood Panel Painting for restoration Purposes
Monitoring Archiving Recording
2015/7/14
The Westminster Retable is a work of art occupying a central position in late thirteenth century painting in Europe. It is 3.4m long,
1m high and about 0.1m thick and consists of an oak support which...
LOng RAnge Navigation, Loran, is an attractive candidate to provide redundant services for GPS because of its complementary RNAV, stratum 1 timing, and data channel capabilities. However, for Loran to...
Integrity Lessons from the WAAS Integrity Performance Panel (WIPP)
Integrity Lessons WAAS Integrity Performance Panel (WIPP)
2015/6/26
The Wide Area Augmentation System (WAAS) is unlike any previous navigation system fielded by the FAA.Historically the FAA has implemented relatively simple and distributed systems. Each only affects a...
Loran for RNP 0.3 Approach:The Preliminary Conclusions of Loran Integrity Performance Panel (LORIPP)
Loran RNP 0.3 Approach Preliminary Conclusions Integrity Performance Panel (LORIPP)
2015/6/26
Loran, is an attractive candidate to provide backup services for GPS because of its complementary RNAV,stratum 1 frequency stability, precise timing, and data channel capabilities. However, for Loran ...
Loran for Required Navigation Performance 0.3:The Current Work of Loran Integrity Performance Panel (LORIPP)
Loran Required Navigation Performance Current Work Integrity Performance Panel (LORIPP)
2015/6/26
Loran, is an attractive candidate to provide backup services for GPS because of its complementary area navigation (RNAV), stratum 1 timing, and data channel capabilities. However, for Loran to be acce...
O-Stable Panel是一种新型装配整体式墙板,该文设计制作了三个不同底部连接方式的装配整体式O-Stable Panel试件和一个全现浇O-Stable Panel试件,通过低周反复加载试验评价该类墙板的承载力、延性、滞回耗能等指标,研究不同连接方式下的O-Stable Panel墙板与全现浇墙板在抗震性能上的差异。试验模型为结构原型的1:2缩尺,墙体配筋依据等效全现浇结构的配筋。研究结果...