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Study on Downburst Wind Load under Characteristic Topography Yuanze Wu1, a, Yi Sun1, Haitao Shi1 and Baifeng Ji 2 1 School of Civil Engineering and Architecture, Wuhan University of Technology Wuhan, China, 430070 2 Hubei Key Laboratory of Roadway Bridge &Structure Engineering, Wuhan University of Technology Wuhan, China, 430070 a353968180@qq.com Key Words: downburst; CFD; Landform types; roughness; numerical simulation; wind field characteristics.
In the world, including Australia, the United States, Japan and other countries and regions, it has been causing extensive damage to engineering structures [2].
Due to the strong destructive they cause, it has become a hot topic in the international architecture and cutting-edge field of wind engineering.
Modeling of extreme thunderstorm winds for wind loading of structures and risk assessment[C]//Wind Engineering into 21st Century, Proceedings, 10th International Conference on Wind Engineering,Copenhagen,Denmark.1999:1409-1415
Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90(7):711-732

Steep Slope Arch Dam Block Reliability Based on Normal Opening of Rock-Concrete Joints Wang Ya Jun1, 2, a, Hu Yu2,b, Zuo Zheng2,b , Gan Xiao Qing3,c, Dong Zhi Hong3,c 1School of Naval Architecture and Civil Engineering, Zhejiang Ocean University, Zhoushan 316000, China 2 State Key Laboratory of Hydroscience and Hydraulic Engineering, Tsinghua University, Beijing 100084, China 3 Yangtze River Scientific Research Institute, Wuhan, 430010, China aaegis68004@yahoo.com.cn, bDionysusmug@163.com, caegis68004@163.com Keywords: Xiluodu arch dam, Steep slope, Rock-concrete joints, Stability Abstract.
Due to the complicated engineering and geology conditions, there live oceans of international engineering subjects that are challenging to specialists1.
Conclusions The steep slope concrete casting is a highly complicated case of super dam engineering.
This case is a representative engineering subject for Xiluodu arch dam construction.
Jin, Fuzzy Stochastic Damage Mechanics (FSDM) Based on fuzzy auto-adaptive control theory, Water Science and Engineering. 5(2) (2012) 230-242  [2] Y.

Study on the Engineering Characteristic of California Bearing Ratio(CBR) of Expressway Subgrade Material Guangqing Yang1, a, Baolin Xiong1,b and Baojian Zhang1,c 1School of Civil Engineering , Shijiazhuang Tiedao University, Shijiazhuang,Hebei, 050043,China agtsyang@vip.163.com, bxiongbao77@126.com, cytgcx@sjzri.edu.cn Key Words: CBR, Subgrade, Influence factor, Clay ratio silt, Mineral component Abstract.
Analysis on the factors affecting the CBR value of silt roadbed, Proceedings of the 2nd International Conference on Transportation Engineering, ICTE 2009, p.1814-1819(In Chinese) [2]George, Varghese, Rao, Nageshwar Ch., Shivashankar, R.
International Journal of Pavement Engineering, vol. 3(2009), p.189-199 [3]Araya Alemgena, Molenaar Andre, Houben Lambert.
Chinese Journal of Rock Mechanics and Engineering, Vol.3(2004)p.4396-4399(In Chinese) [5]Heping Yang, Pengcheng Zhao, Jianlong Zheng.Chinese Journal of Geotechnical Engineering, Vol.12(2007), p.1751-1757(In Chinese)

He graduated from Sopron in metallurgical engineering (1952), the Doctor of Technology was conferred upon him in 1963 in Miskolc; he became the candidate of technical science (1962) and later the Doctor of Technical Science (DSc, 1974).
He educated the students of Technical University of Budapest, the students attending the Institute of Further Education for Engineers but mainly the students of Department of Physical Metallurgy of University of Miskolc (ME).
He was the member of Scientific Association of Mechanical Engineering (he was the honorary member of Association since 2011) and Eötvös Loránd Association of Physics (ELFT).
His goal to establish both natural and engineering sciences in the materials science education can still be clearly seen in the curriculum and is an important element of materials science in Darmstadt.
His understanding of the University from the Latin origin "Universitas", i.e. the collectivity of teachers and students, is visible in his multidisciplinary scientific work, his discussions and contributions in committees of the departments of biology, architecture, philosophy and civil engineering, as well as in the extensive exchange with the mechanics department.

Desiccation Cracking of Kaolin Clay at Laboratory Scale Ainie Abdul Shukor1,a, Fauzilah Ismail1,b *, Niraku Rosmawati Ahmad2,c, Ahmad Kamil Arshad3,d and Faizah Kamarudin4,e 1School of Civil Engineering, College of Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia 2Civil and Environmental Engineering Department, Universiti Teknologi PETRONAS, 32610 Bandar Seri Iskandar, Perak, Malaysia 3Institute for Infrastructure Engineering and Sustainable Management (IIESM), Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia 4Centre for Civil Engineering Studies, Universiti Teknologi MARA, Permatang Pauh Campus, 13500 Bukit Mertajam, Pulau Pinang, Malaysia aainieshukor96@gmail.com, bfauzilah@uitm.edu.my, cniraku.ahmad@utp.edu.my, ddrahmadkamil@uitm.edu.my, efaiza328@uitm.edu.my Keywords: Desiccation, Crack, Propagation, Pattern, Kaolin, Thickness, Plate Abstract.
Clay soils can significantly alter the performance, permeability and durability in various geotechnical, geo-environmental, transport engineering, agricultural engineering, mining and resource engineering and soil science.
Conf. on Structure, Engineering & Environment (SEE), Kyoto, Japan (2020) 167-171

Factors Influencing Maximum and Residual Deformations of SDOF Systems Subjected to Large Ground Motions PAN Peng, ZHANG Yu, SONG Shi-yan, YE Lie-ping (Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of civil engineering, Tsinghua University, Beijing, 100084, China) Keywords: yield force; second stiffness; stiffness degradation; maximum deformation; residual deformation SUMMARY: The maximum and residual deformations of structures subjected to strong ground motions are the most importance indexes, particularly under the performance-based design framework, thus understanding the influencing factors is of great importance to seismic design.
Earthquake Engineering [M].
Earthquake Engineering Research Reports, Volume II, Bejing: Science Press, 1965.
Journal of Earthquake Engineering, 2003, 7(1): 97~118
Imbeault, Validity of Various Hysteretic Systems, Proceedings, Third Japan national Conference on Earthquake Engineering, 1971, pp. 707-714

Experimental Study on Seismic Behavior of Cold-formed Square Tube Beam-column Connection with Welded Haunch Zhengliang Li 1, a, Chuntao Zhang 1,b and Ruheng Wang 2,c 1 School of Civil Engineering, Chongqing University, Chongqing, 400045, China 2 School of Civil Engineering and Architecture, Southwest University of Science and Technology Mianyang, Sichuan, 621010, China alizhengl@hotmail.com, bzhangchuntao1@126.com, cruheng001@163.com Keywords: Cold-formed Square Tube; Connection with Welded Haunch; Seismic Behavior; Bearing Capacity Abstract.
Saeki: Journal of Steel Construction Engineering, Vol. 8, No. 29(2001), p. 27-34 [3] American structural Iron and Steel Institute: Specification for the design of cold-formed steel members (American Iron and Steel Institute, USA 1996) [4] American structural Iron and Steel Institute: Prescriptive Method for Residential Cold-Formed Steel Framing (American Iron and Steel Institute, USA 2001) [5] TH Miller, TA Pekoz: Journal of Structural Engineering Vol. 120, No. 5 (1994), p. 1644 [6] YK Telue, Mahendran M: Engineering Structures Vol. 26(2004), p. 567 [7] S.
Owen: Structural Engineer Vol. 82, No. 4(2004), p. 22 [8] MSL.
Meyer : Journal of Structural Engineering Vol.113, No. 3 (1987), p. 429 [9] RW.
Johnson: Proceeding of the 2nd Earthquake Engineering Symposium, Tokyo, Japan(1966), p. 227

World Trade Center collapse civil engineering considerations.
Holistic behaviour of concrete buildings in fire. the Proceedings of the Institution of Civil Engineers, Structures and Buildings 152, August 2002, Issue 3, 199-212
Jisuanji Gongcheng Computer Engineering, v 32, 6, Mar 20, 2006: 257-259
A User’s Guide for FAST: Engineering tools for estimating fire growth and smoke transport.
Engineering Mechanics, 2008, 25(3): 107-112

Research of the CFRP strengthened reinforced concrete structures Xiaochu Wang 12, a, Hongbin Nie 12, b 1Shenyang University, Liaoning, Shenyang, 110044 ,China 2The Key Laboratory of Geoenvironmental Engineering, Liaoning, Shenyang, 110044, China azhoule1978@126.com, bniehongbin@126.com Keywords: CFRP cloth advantages and disadvantages, nonlinear analysis, constitutive relation, mechanical properties.
In 2006, By organization of the Ministry of housing urban - rural department of the People's Republic of China, Sichuan Institute of building Research with the universities, research institutions write 《Strengthening Concrete Structure Design Specification》, it make FRP reinforcement technology and its application in engineering practices can be further.
Journal of Building Structures, 2003, 24(5):1-9 [4] Shao Jing-song; LIU Wei-qing.Application of Carbon Fiber in Civil Engineering [J].
Fiber Reinforced Plastics/Composite, 2005,28(5)：41-43 [5] Ye Lieping Feng Peng, Applications and development of fiber-reinforced polymer in engineering structures.
China Civil Engineering Journal.2006. 3(39) [6] Cao Shuangyin Pan Jianwu Qiu Hongxing .Analysis of shear strength models for beams strengthened by externally bonded FRP composites[J].

Freeze-Thaw Durability of Lime Based FRCM Systems for Strengthening Historical Masonry Bekir Yilmaz Pekmezci1,a*, Egemen Arabaci2,b, Cenk Ustundag3,c 1Istanbul Technical University Faculty of Civil Engineering, Maslak, Istanbul, Turkey 2TICM Building Materials, Maslak, Istanbul, Turkey 3Istanbul Technical University Faculty of Architecture, Taksim, Istanbul, Turkey apekmezcib1@itu.edu.tr, begemen@ticm.com, custunda1@itu.edu.tr Keywords: Fabric Reinforced Cementitious Matrices (FRCM), Cement based composites, lime based composites, Strength, Durability.
A.Bournas, On the design of shear-strengthened RC members through the use of textile reinforced mortar overlays, Composites Part B: Engineering, (147), (2018), 178-196
Focacci, Experimental analysis on bond between PBO-FRCM strengthening materials and concrete, Composites Part B: Engineering, 44, (2013), 524-532
Zuccarino, Performance assessment of basalt FRCM for retrofit applications on masonry, Composites Part B: Engineering, 128, (2017), 1-18
Nanni, Durability of Fabric Reinforced Cementitious Matrix (FRCM) composites, 7th International Conference on FRP Composites in Civil Engineering, CICE (2014), Vancouver, Canada