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The rigid mode wind tunnel test of the Sports Convention and Exhibition Center experimented in TJ-3 large boundary layer wind tunnel (Country Key Laboratory of Civil Engineering Disaster Prevention, Tongji University).
J Wind Engineering and Industrial Aerodynamics, 1999, 83: 263
Engineering Structures, 1985, 7(4):280-292
Journal of Wind Engineering and Industrial Aerodynamics, 1995, 54/55:657-669
Journal of Vibration Engineering, 2008, 21(2):140-145. ( In Chinese )

Study on the Relationship between Parameters of Deterioration Creep Model of Rock under Different Modeling Assumptions Ming Huang1, 2,a, Xinrong Liu2,b 1College of civil engineering, Fuzhou University, China 2College of civil engineering, Chongqing University, China ahuangming05@163.com, bLiuxrong@126.com Keywords: viscoelastic model; deterioration; constant bulk modulus; constant Poisson’s ratio Abstract: Based on the analysis to the characteristics of two kinds of rock steady creep curves, the nBurgers model that can describe the uniaxial creep properties of rock is presented.
DISCUSSION ON PARAMETERS DETERMINATION OF VISCOELASTIC MODEL IN CREEP TEST[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(6):1226-1231.
Chinese Journal of Rock Mechanics and Engineering, 2006,25(12):2509-2514 (in Chinese) [6] SONG Fei, ZHAO Fa-suo, LU Quan-zhong.
Chinese Journal of Rock Mechanics and Engineering,2005,24(15):2659-2664.
Study on the Creep Properties of Water-bearing Siltite and Its Application in Soft Rock Tunnel Engineering[D].Chongqing: Chongqing University,2010(3).

Settlement behavior of new reinforced earth retaining walls under loading-unloading cycles Yuliang Lin1,a, Yihe Fang2,b 1School of Civil Engineering, Central South University, Changsha, China 2School of Civil Engineering, Central South University, Changsha, China alinyuliang11@163.com, bfangyihe-1988@163.com Keywords: new reinforced earth retaining walls; loading-unloading cycle; settlement behavior Abstract.
As new reinforced earth structures, it is important to make clear their engineering behaviors.
Lab test is also a good way to study the engineering characteristic of structures.
Li: Chinese Journal of Rock Mechanics and Engineering, Vol. 21 (2002), p. 1408-1414
Li: Chinese Journal of Rock Mechanics and Engineering, Vol. 28 (2009), p. 4027-4033

Seismic Design of the High-rise Building Structure and Sustainable Development Jingyuan Ma1, a Fu Ma1, b Chensuo Hu2, c Zhixian Wen2, d 1 College of Architecture and Civil Engineering of Taiyuan University of Technology, Taiyuan 030024, China 2Wang Xiaoxiong Architectural Design Institute, Taiyuan 030024, China amajingyuan321@126.com, bs991400218@sina.com c13835105117@126.com, dsomewen@163.com Keywords: High-rise building structure, Seismic design, Sustainable development Abstract.
It highly reflects the scientific research level of building and technical construction level and economic development level; it is safer, also coordinate with the entire civil norms.
Commonly methods used in engineering design are: ⑴Separate irregular structure into a number of basic ruled structural units through some crevices, and divide completely and avoid "lingering".
Improper structural system selection will increase risk of potential safety problems to huge investment engineering.
The structural engineers will take a heavy burden and have a long road to go.

The Seismic Reinforcement Measures of Through Type Timber Frame Joint Based on The Earthquake Damage Survey Li Lingxu1,a,Tao Zhong1,b,Qin Liangbin1,c,Zhu Mo1,d,Tian Rui 2,e&Duan Xu2,e 1 Department of Civil Engineering, Faculty of Civil Engineering & Architecture, Kunming University of Science and Technology, Kunming 650500, China 2 Yunnan Kun Steel Structure Co, Ltd, Kunming Anning 650302, China a 53024871@qq.com, btsy0410@vip.sina.com, c277466201@qq.com, d17016802@qq.com, etr@ynkg.com Keywords: raw-soil and wooden structure, rural building, through type timber frame, timber joint, seismic reinforcement measure Abstract.
For example, the engineers test the quality of concrete by the scratch depth of the concrete through the key in some areas, the results of this test is not satisfactory[1,2,3].
The engineers should try to choose the lots which seismic favorable to avoid the unfavorable, not to build houses in hazardous locations
World Earthquake Engineering,20(4):85-89
[2] Ge Xue-li, Zhu Lixin, Jia Shu(2003),"The earthquake damage to housing and reconstruction seismic measures in Dayao county of Yunnan province" Earthquake Resistant Engineering　and Retrofitting,4:6-11 [3] Shi Wei-hua, Zhou Guangquan, Zhao Yongqing (2004),"2003 years the 6.2 magnitude earthquake in Dayao county of Yunnan province damage to housing features and analysis” Journal of Seismological Research,27(4):374-378 [4] Tao Zhong, Pan Xing-qing, Pan Wen(2008)"Mechanics Characteristics of Adobe of Rural Houses in Yunnan Province” Earthquake Resistant Engineering and Retrofitting,30(1):99-104 [5] Ge Xue-li,Zhu Li-xin,Wang Ya-Yong(2001)"The Damage of Town Construction and Seismic Technical Measures” Earthquake Resistant Engineering　and Retrofitting1:43-48 [6] Wang Ying,Shi Pei-jun,Wang Jing-ai(2005)"Impact of earthquake disaster on rural residenta: a case study on Dayao County of Yunnan Province” Journal of Natural Disasters,14(6):110-115 [7] Pan Xing-qing, Tao Zhong, Pan Yi(2007

Structure Formation and Phase Composition of Sulfur-Bitumen Systems Vitaliy Gladkikh1,a*, Evgeniy Korolev1,b, Dmitrij Husid1,c 1Moscow State University of Civil Engineering, Yaroslavskoje hw., 26, 129337, Moscow, Russian Federation agladkich_87@mail.ru, bkorolev@nocnt.ru, cinfo@nocnt.ru Keywords: innovative sulfur-extended materials, sulfur-bitumen binder, material science Abstract.
An Engineering Evaluation of Sulfur-Asphalt Mixtures.
Report GC-l, Prepared for Gulf Oil Canada, Austin Research Engineers Inc.
Vestnik MGSU [News of Moscow State University of Civil Engineering]. 4 (2013) 76-83
Advanced Materials and Structural Engineering: Proc. of the Intl.

Suffian Yusoff,2,3,e, Irvan Dahlan5,f 1Faculty of Civil and Environmental Engineering, UniversitiTun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia 2School of Civil Engineering, UniversitiSains Malaysia, 14300 NibongTebal Penang, Malaysia 3Solid Waste Management Cluster, Universiti Sains Malaysia, 14300 NibongTebal Penang, Malaysia 4School of Material and Resources Engineering, UniversitiSains Malaysia, 14300 NibongTebal, Penang Malaysia 5School of Chemical Engineering, UniversitiSains Malaysia, 114300 NibongTebal, Penang, Malaysia anursha@uthm.edu.my, bcehamidi@usm.my, ccenordin@usm.my,dazlan@usm.my, esuffian@usm.my,fchirvan@usm.my Keywords: floc, sludge, coagulation, flocculation, leachate Abstract.
Rovers, Solid waste landfill; engineering and design.
Open Environmental Engineering Journal, (3) (2010) 42-48
Chemical Engineering Journal, 137 (2008) 510-517
Colloids and Surfaces A: Physicochemical and Engineering Aspects, 147(3) (1999) 359-364

Structural Damage Detection Accounting for Loss of Data in Wireless Network Sensors QUEK Ser Tong 1,a, TRAN Viet Anh 1,b and HOU Xiaoyan 1,c 1 Department of Civil Engineering, National University of Singapore, Singapore a cveqst@, bg0500479@, ccvehx@nus.edu.sg Keywords: damage detection, damage locating vector, wireless sensor, loss data, normalized energy Abstract.
Banan: Journal of Engineering Mechanics, Vol. 121 (1995), p. 424 [2] K.
Bernal: Journal of Engineering Mechanics, Vol. 128 (2002), p. 7 [5] S.
Gunes: Journal of Engineering Mechanics, Vol. 130 (2004), p. 61 [9] Y.
Quek: Proceeding of The Twenty-first KKCNN symposium on Civil Engineering, 27-28, Oct, Singapore (2008), p. 105. 3m 1m 1m 1m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1m m2 1 2 3 4 5 6 7 8 9 10 1 - element number 1 - node number /2

Design and Analysis of Section-Ⅲ{TTP}8546 Cable Net Curtain Wall of Hefei Xinqiao International Airport Terminal Dayi Ding1,a, Chang Shu2,b ,Yang Gao2,c ,Yuanqing Wang2,d, Dapeng Pei3,e, Yan Tang3,f 1 Wuzhou Engineering Design and Research Institute, China North Industries Group Corporation, Beijing 100053, China 2 Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China 3ShenYang Yuan Da Aluminium Industry Engineering Co.
The structural form and the size of component of the main structure were selected according to actual engineering.
According to the "glass curtain wall engineering technology procedure", the wind load standard value of curtain wall should not be less than 1.0 kN/m2.
Yang, et al.: Engineering Mechanics, Vol. 19 (2002), p. 63–66, in Chinese
Technical code for glass curtain wall engineering.

Field Investigation of Influences of Load on Pile Top on Negative Skin Friction Behaviors Linong Xia1,2, a, Yundong Miao2,b , Shun Li1 and Xin Tong1 1Department of Civil Engineering, Changsha University, Changsha, Hunan, P.R.China 2College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan, Hunan, P.R.China alnxia@126.com, bmiaoyundong@126.com Key words: Load On Pile Top; Negative Skin Friction; Influence; Field Investigation Abstract.
Engineering Geological Conditions and Design of Piles Engineering Geological Conditions.
According to the experience formula in the engineering geology manual, the relative density of the added sand (Dr) is 0.24, modulus of compressibility (Es) is 5.0MPa and friction angle (φ) is 27.3°.
Fellenius: Canadian Geotechnical Journal Vol. 9 (1972), p. 323 [2] Shidong Ma: Rock and Soil Mechanics Vol. 18 (1997), p. 8(In Chinese) [3] Fuquan Chen, Xiaonan Gong and Shidong Ma: Journal of Building Structures Vol. 21 (2000), p. 77(In Chinese) [4] Linong Xia, Hongxia Liu and Mingxian Ou: Chinese Journal of Rock Mechanics and Engineering Vol. 28 (2009), p. 1177(In Chinese) [5] Qing Yang, Gangqiang Kong and Pengyi Zheng: Rock and Soil Mechanics Vol. 29 (2008), p. 1955(In Chinese) [6] Dengping Yuan, Hongwei Huang and Jinrong Ma: Underground Space Vol. 24 (2004), p. 456(In Chinese) [7] Linong Xia, Xinghua Wang: Mining and Metallurgical Engineering Vol. 25 (2005), p. 1(In Chinese) [8] Linong Xia, Xinghua Wang and Chunping Jiang: Journal of Disaster Prevention and Mitigation Engineering Vol. 25 (2005), p. 359(In Chinese) [9] Linong Xia, Yundong Miao and Xiaoping Liu: Rock and Soil Mechanics Vol. 30 supp.2 (2009), p. 319(In Chinese)