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| 1 | Nine-month angiographic and two-year clinical follow-up of polymer-free sirolimus-eluting stent versus durable-polymer sirolimus-eluting stent for coronary artery disease: the Nano randomized trial显示文摘 | Zhang Yaojun Chen Fang Takashi Muramatsu Xu Bo Li Zhanquan Ge Junbo He Qing Yang Zhijian Li Shumei Wang Lefeng Wang Haichang He Ben Li Kang Qi Guoxian Li Tianchang Zeng Hesong Peng Jianjun Jiang Tieming Zeng Qiutang Zhu Jianhua Fu Guosheng Christos V. Bourantas Patrick W. Serruys Huo Yong | 2014 | Chinese Medical Journal2014，，11： | 8 |
| 2 | State-of-the-Art Technology in the Construction of Sea-Crossing Fixed Links with a Bridge, Island, and Tunnel Combination显示文摘In general, two kinds of structures are used to provide a way across a river, canal, sea, or other obstacle: bridge structures that pass over the obstacle, and tunnel structures that pass below the obstacle. Although the construction of both bridges and tunnels can be traced back over thousands of years, bridge–tunnel combinations that use an island as a sea-crossing fixed link (SCFL) have only been built over the past 82 years. The first such combination was probably the 6.4 km long San Francisco–Oakland Bay Bridge in the United States, which was completed in 1936. The most recently constructed SCFL combining a bridge, tunnel, and island is the Hong Kong–Zhuhai–Macao (HZM) Bridge, which opened for traffic on October 24, 2018 with the longest SCFL combination in the world, at a total length of 29.6 km. | Yaojun Ge Yong Yuan | 2019 | Engineering2019，5，1： | 3 |
| 3 | Comparison and harmonization of building wind loading codes among the Asia-Pacific Economies显示文摘This paper reviews wind loading codes and standards in the Asia-Pacific Region,in particular in the 15 countries and areas.A general description of wind loading model is given as a famous wind loading chain described by four variables including velocity pressure,exposure factor,pressure coefficient,and gust response factor.Through the APEC-WW Workshops and the extensive calculations for three examples of low,medium and high rise buildings,these four important variables of wind loads are evaluated and compared with statistical parameters,mean values and coefficients of variation.The main results of the comparison show some differences among the 15 economies,and the reasons and further incorporation are discussed and suggested. | Yaojun GE Shuyang CAO Xinyang JIN | 2013 | Frontiers of Structural and Civil Engineering2013，7，4： | 2 |
| 4 | Aerodynamic flutter analysis of cable-supported bridges by multi-mode and full-mode approaches 显示文摘 | Ge Yaojun Tanaka H | 2000 | Journal of Wind Engineering and Industrial Aerodynamics2000，86，23： | 1 |
| 5 | Aerodynamic stability of long-span suspension bridges under erection 显示文摘 | Ge Yaojun Tanaka H | 2000 | Journal of Structural Engineering ASCE2000，12，126： | 1 |
| 6 | Refinements on aerodynamic stability analysis of super long-span bridges 显示文摘 | Xiang Haifan Ge Yaojun | 2002 | Journal of Wind Engineering and Industrial Aerodynamics2002，90，12131415： | 1 |
| 7 | Application of a reliability analysis model to bridge flutter under extreme winds 显示文摘 | Ge Yaojun Xiang Haifan Tanaka H | 2000 | Journal of Wind Engineering and Industrial Aerodynamics2000，86，23： | 1 |
| 8 | A method for nonlinear aerostatic stability anal- ysis of long-span suspension bridges under yaw wind显示文摘 | Zhang Wenming Ge Yaojun Levitan Marc L | 2013 | Wind and Structures2013，17，5： | 1 |
| 9 | Refinements on aerodynamic stability analysis of super long-span bridges 显示文摘 | Xiang Haifan Ge Yaojun | 2002 | Journal of Wind Engineering & Industrial Aerodynamics2002，90，12： | 1 |
| 10 | Aerodynamic flutter analysis of cable-sup ported bridges by multi-mode and full-mode approaches显示文摘 | Ge Yaojun Tanaka H | 2000 | Jour nal of Wind Engineering and Industrial Aerodynamics2000，86，： | 1 |
| 11 | Aerodynamic stability of long-span suspension bridges under erection显示文摘 | Ge Yaojun Tanaka H | 2000 | Journal of Structural Engineering ASCE2000，126，： | 1 |
| 12 | Refinements on aerodynamic stability analysis of super long-span bridges显示文摘 | Xiang Haifan Ge Yaojun | 2002 | Journal of Wind Engineering and Industrial Aerodynamics2002，90，： | 1 |
| 13 | Application of a reliability analysis model to bridge flutter ander extreme winds显示文摘 | Ge Yaojun Xiang Haifan Tanaka H | 2000 | Journal of Wind Engineering and Industrial Aerodynamics2000，86，： | 1 |
| 14 | Refinements on aerodynamic stability analysis of super long-span bridges显示文摘 | Xiang Haifan Ge Yaojun | 2002 | Journal of Wind Engineering and Industrial Aerodynamics2002，90，12131415： | 1 |
| 15 | Wind loading characteristics of supelarge cooling towers 显示文摘 | ZHAO Lin GE Yaojun | 2010 | Wind and Structures An International JournaL2010，13，3： | 1 |
| 16 | Wind tunnel test for vortex-induced vibration of vehicle-bridge system section model显示文摘 | Zhou Li Ge Yaojun | 2006 | Journal of the Brazilian Society of Mechanical Sciences and Engineering2006，130，02： | 1 |
| 17 | Shear effects on flow past a square cylinder at moderate reynolds numbers 显示文摘 | Cao Shuyang Ge Yaojun Tamura Yukio | 2012 | Journal of Engineering Mechanics2012，138，1： | 1 |
| 18 | Aerody- namic flutter control for typical girder sections of long- span cable-supported bridges显示文摘 | Yang Yongxin Ge Yaojun Xiang Haifan | 2009 | Journal of Wind and Structures2009，12，3： | 1 |
| 19 | Statistical study for mean wind velocity in Shanghai area 显示文摘 | Ge Yaojun Xiang Haifan | 2002 | Journal of Wind Engineering and Industrial Aerodynamics2002，90，1215： | 1 |
| 20 | Concept and requirements of sustainable development in bridge engineering显示文摘The concept of sustainability is described in this paper using a single sustainable principle,two goals of sustainable development,three dimensions of sustainable engineering,four sustainable requirements and five phases of sustainable construction.Four sustainable requirements and their practice in China are discussed in particular.The safe reliability of bridges is first compared with the events of bridge failure in China and in the rest of the world and followed by structural durability,including the cracking of concrete cable-stayed bridges,deflection of concrete girder bridges and fatigue cracks of orthotropic steel decks.With respect to functional adaptability,lateral wind action on vehicles and its improvement are introduced regarding a sea-crossing bridge located in a typhoon-prone area.The Chinese practice of using two double main span suspension bridges and a twin parallel deck cable-stayed bridge is presented in discussing the final sustainable requirement:capacity extensibility. | Yaojun GE Haifan XIANG | 2011 | Frontiers of Structural and Civil Engineering2011，5，4： | 1 |
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