| [1] |
王高新, 丁幼亮, 李爱群, 周广东. 基于长期监测数据的润扬大桥斜拉桥钢箱梁横向温差特性研究[J]. 工程力学, 2013, 30(1): 163―167, 197.
|
| [2] |
Wang Gaoxin, Ding Youliang, Li Aiqun, Zhou Guangdong. Characteristics of transverse temperature differences of steel box girder in Runyang Cable-stayed Bridge using long-term monitoring [J]. Engineering Mechanics, 2013, 30(1): 163―167, 197. (in Chinese)
|
| [3] |
[2]Mustafa Ayg#x000fc;l, Mohammad Al-Emrani, Shota Urushadze. Modeling and fatigue life assessment of orthotropic bridge deck details using FEM [J]. International Journal of Fatigue, 2012, 40(3): 129―142.
|
| [4] |
[3]中华人民共和国行业标准. 正交异性钢桥面系统的设计和维护指南(报批稿)[S]. 2010.
|
| [5] |
Industry Standard of the People#x02019;s Republic of China. Guidelines for design and maintain of orthotropic steel deck (Edition for approval) [S]. 2010. (in Chinese)
|
| [6] |
[4]Wu Z J, Ghosh K, Qing X L, et al. Structural health monitoring results on Tsing Ma, Kap Shui Mum and Ting Kau bridges [C]. Proceeding of SPOE- The International Society for Optical Engineering, Smart Structures and Materials 2006 - Sensors and Smart Structures Technologies for Civil, Mechanical and Aerospace Systems, San Diego, CA, 2006.
|
| [7] |
[5]Wang Y, Li Z X, Li A Q. Combined use of SHMS and finite element strain data for assessing the fatigue reliability index of girder components in long-span cable-stayed bridge [J]. Theoretical and Applied Fracture Mechanics, 2010, 54(2): 127―136.
|
| [8] |
[6]邓扬, 丁幼亮, 李爱群. 钢箱梁焊接细节基于长期监测数据的疲劳可靠性评估:疲劳可靠度指标[J], 土木工程学报, 2012, 45(3): 86―92.
|
| [9] |
Deng Yang, Ding Youliang, Li Aiqun. Fatigue reliability assessment for welded details of steel box girders using long-term monitoring data: fatigue reliability indices [J]. Chinese Civil Engineering Journal, 2012, 45(3): 86―92. (in Chinese)
|
| [10] |
[7]Downing S D, Socie D F. Simplified rainflow cycle counting algorithms [J]. International Journal of Fatigue, 1982, 4(1): 31―40.
|
| [11] |
[8]Guo T, Li A Q, Wang H. Influence of ambient temperature on the fatigue damage of welded bridge decks [J]. International Journal of Fatigue, 2008, 30(6): 1092―1102.
|
| [12] |
[9]BSI BS5400: Part10, Code of Practice for Fatigue [S]. British Standards Institution, 1982.
|
| [13] |
[10]BS 7608. Fatigue design and assessment of steel structures [S]. Standards Institution, 1993.
|
| [14] |
[11]Bohai Ji, Dong-hua Chen, Lin Ma, et al. Research on stress spectrum of steel decks in suspension bridge considering measured traffic flow [J]. Journal of Performance of Constructed Facilities, 2012, 26(1): 65―75.
|
| [15] |
[12]Jun-Hyeok Choi, Do-Hwan Kim. Stress characteristics and fatigue crack behavior of the longitudinal rib-to-cross beam joints in an orthotropic steel deck [J]. Advances in Structural Engineering, 2008, 11(2): 189―199.
|
| [16] |
[13]邓扬. 基于长期监测数据的大跨桥梁结构状态预警与评估方法及其应用[D]. 南京: 东南大学, 2011: 80―86.
|
| [17] |
Deng Yang. Methodology and application of damage alarming and safety assessment for long-span bridge structures based on long-term monitored data [D]. Nanjing: Southeast University, 2011: 80―86. (in Chinese)
|
| [18] |
[14]查旭东. 沥青路面反算模量的温度修正[J]. 公路, 2002(6): 51―53.
|
| [19] |
Zha Xudong. Temperature adjustment for back calculation moduli of asphalt pavement [J]. Highway, 2002(6): 51―53. (in Chinese)
|
| [20] |
[15]李洪涛, 黄卫. 润扬大桥钢桥面板铺装实桥试验研究[J]. 公路交通科技, 2005, 22(4): 76―78.
|
| [21] |
Li Hongtao, Huang Wei. Study on deck surfacing of trail bridge for Runyang Bridge [J]. Journal of Highway and Transportation Research and Development, 2005, 22(4): 76―78. (in Chinese)
|
| [22] |
[10] Kim Y M, You K P, Ko N H. Across-wind responses of an aeroelastic tapered tall buildings [J]. Journal of Wind Engineering Industrial Aerodynamics, 2008, 96(8/9): 1307―1319.
|
| [23] |
[11] Kareem A, Kijewski T, Tamura Y. Mitigation of motions of tall buildings with specific examples of recent applications [J]. Wind Structure, 1999, 2(3): 201―251.
|
| [24] |
[12] Kim Y M, Kawai H. Aerodynamic methods for reducing bending and torsional vibrations of tall building [C]. Proceedings of the 10th International Conference on Wind Engineering, Copenhagen, Denmark, 1999: 673―677.
|
| [25] |
[13] 黄鹏, 顾明, 全涌. 高层建筑气动阻尼的实验研究[C]. 西安: 第十二届全国结构风工程学术会议, 2003: 359―364.
|
| [26] |
Huang Peng, Gu Ming, Quan Yong. Experimental study of aerodynamic damping of high-rise buildings [C]. Xi#x02019;an: Proceedings of the 12th National Conference on Structural Wind Engineering, 2003: 359―364. (in Chinese)
|
| [27] |
[14] 曹会兰. 超高层建筑结构的气动阻尼研究[M]. 上海: 同济大学, 2012: 123―128.
|
| [28] |
Cao Huilan. Aerodynamic damping of super-high-rise building [M]. Shanghai: Tongji University, 2012: 123―128. (in Chinese)
|
| [29] |
[15] GB50009-2001, 建筑结构荷载规范[S]. 2001.
|
| [30] |
GB50009-2001, Architectural structure load standards load code [S]. 2001. (in Chinese)
|
| [31] |
[16] AIJ 2004 Recommendations for loads on building [S]. Architectural Institute of Japan, 2004.
|
| [32] |
[17] Tamura Y, Suganuma S Y. Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1996, 59(2/3): 115―130.
|
百度学术
下载:
