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Mechanical properties of structural Chuan-dou style wooden structure Junwei Wang1, a * , Guanfeng Qiao1, b , Qingfang Niu1, c , Tieying Li1, d 1Architecture and Civil Engineering College, Taiyuan University of Technology, Taiyuan, Shanxi, 030024, China awangjunwei0395@link.tyut.edu.cn, b775952455@ qq.com, cniuqingfang@ tyut.edu.cn,dlty680412@163.com Keywords: Chuan-dou type wooden structure; friction slip; anisotropic characteristic; Periodic cyclic loading Abstract.
Both of "Ying Zao Fa Shi"[3] of Song Dynasty and "Gong Cheng Zuo Fa"[4] of Qing Dynasty’s engineering department didn’t address it.
QIU, Experimental study on 7 properties of aged wood of ancient architecture［J］．Earthquake Resistant Engineering and Retrofitting，2011，33( 4) : 53-56
Pan, Finite Element Model of Dou-Gong Brackets of Yingxian Wood Pagoda, in: 11th World Conference on Timber Engineering (WCTE 2010),Trentino, 2010.

Torsional design method of bottom frame structure with irregular plane Hongyu Deng1, a, Baitao Sun2,b 1 College of Space Technology and Civil Engineering Harbin Engineering University, Harbin 150001, China 2 Earthquake Administration, Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration , Harbin 150080, China adengblue@163.com, bsunbt@iem.cn Keywords: irregular plane, bottom frame structure, torsional response, design method Abstract.

., Rostov-on-Don, 344038, Russia 3Volgodonsk Engineering and Technical Institute, branch of the National Nuclear Research University (MEPI), 73/94, Lenina street, Volgodonsk, Russia anesgrin@yandex.ru, badolgova@yandex.ru, clpostoj@yandex.ru, dmanigri@inbox.ru, eps62@yandex.ru Keywords: dry mortars, re-dispersible polymer powders, adhesion with the base, modulus of elasticity, tensile strength Abstract: The RPP introduction has been established up to 3% by weight of the dry concrete mix is ​​accompanied by a decrease in the fine-grained concrete tensile strength in compression to 40% and in tension during bending to 15%.
Safonova, Restoration of historical objects using modern dry mortars, Bulletin of civil engineers. 1 (26) (2011) 98-103
Bychkova, Glue of fast fixing on the basis of gypsum-aluminous expanding cement and Portland cement, Don Engineering Newsletter (electronic scientific journal). 3 (2018).
Bychkova, Quick-hardening screeds based on gypsum-alumina expanding cement and Portland cement, Don Engineering Newsletter (electronic scientific journal). 3 (2018).

Engineering Data was accessed to indicate the material properties.
Teodorescu, Virtual and rapid prototyping methods applied in civil engineering: Snow, wind and earthquake simulations on a five storey building, FME Transactions, vol. 45, no. 2, (2017) 276-282
Bolcu, Orthopedic implants based on shape memory alloys, chapter in Biomedical Engineering – From Theory to Applications, InTech Publishing House, Viena ISBN: 978-953-307-283-8, (2011) 431-468
Nemes, Virtual comparative study on the use of nails at the fixation of tibial fractures using finite element method, Proceedings of The 4th International Conference ²Advanced Composite Materials Engineering ² COMAT 2012 Brasov Romania, Lux Libris Publishing House, (2012) 381-386

Low-Cycle Fatigue-Creep Interaction Behavior of GH4169 Supperalloy LIAN Ye Da1,a*, GAO Li Qiang1,b, YIN Qian1, XU Zhuang Zhuang1 and WEN Zhi Xun1, 1School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi’an 710072, P.R.
Metal fatigue in engineering[M].
Powder Metallurgy Materials Science and Engineering,2012, 17 (3): 281-289
Fatigue & Fracture of Engineering Materials & Structures, 2007, 30(11):1076-1083.

Comparative Study on Expansive Soil Steep Slope FRP Materials Bolt Support Xuejun Liu Civil Engineering Department of Guangxi Polytechnic of Construction, China Guangxi Nanning 530003 okusok@163.com Keywords :expansive soil; steep slope; FRP bolt support; comparative study Abstract.
But the threat of expansive soil in these engineering construction is also more and more.
Professional committee of FRP and its engineering application was founded in 2000 [3, 4].
Journal of Geotechnical Engineering,2013 Volume 35（6）:1069-1070

Experimental Research on Performance Change Regularity of Road Asphalt with Multiple Aging and Regeneration Liu Ping1,a Nie Yi-hua1,b Zhang Yun-long 1,c 1 School of Civil Engineering, Hunan University of Science and Technology, Xiangtan411201, Hunan China a893217972@qq.com , bnieyihua@sohu.com, c394803565@qq.com Key words: road asphalt; aging; recycling; performance index Abstract: Due to the use course limitation of asphalt pavement at home and abroad, research on road asphalt recycling is laid particular stress on an aging regeneration properties both in China and abroad at present, and research on multiple aging and regeneration is much less.
Bei Jing: Petroleum Industry Press [2]ARRA compiles, Shenzhen Hai Chuan engineering technology co., LTD.
Engineering technology and industrial economy Association BBS: 2012 the 7th (part ii):9~10
[4]JTG E20—2011，Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering[S]， [5]LV Wei-min, Recycling Principle of Asphalt and Technical Requirement of Recycling Agent[J], Petroleum Industry Press,2007 the 21th volumes(6),1~6 [6]EMERY J J.

Alayanb Department of Civil Engineering, Jordan University of Science and Technology, P.O Box 3030, 22110, IRBID, JORDAN aahalmasri@just.edu.jo, balayanh@ymail.com Keywords: Steel columns, Non-linear buckling analysis, Load transfer method, Direct coupled method, Finite element model, Uniform and non-uniform temperature.
Engineering Structures 2007; 29 (8): 1641-1652
Engineering Structures 2009; 31 (12): 2812-2824
Engineering Structures 32 (2010) 2337-2351

Effects of Calcium Carbonate and Treated Palm Oil Fly Ash on the Rheological Properties of Asphalt Mastic Meor Othman HAMZAH 1,a*, Foad Mohamed ELKUT 2,b 1,2 School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300 NibongTebal, Seberang Perai Selatan, Penang, Malaysia aE-mail: cemeor@yahoo.com bE-mail: foad.elkut@yahoo.com Keywords: Asphalt mastic; complex shear modulus; phase angle; aging factor; viscosity Abstract.
The results show the potential of mastic to be an alternative material to be selected by engineers for improving asphalt mixture properties.
International Journal of Pavement Engineering ahead-of-print (2014) 1-23

Manap2,d, Zulhazmi Sayuti3,e and Muhamad Firdaurs bin Abdullah1,f 1Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia 2Pusat Ternakan Haiwan Air Hitam, Jabatan Perkhidmatan Veterinar, KM 13, Jalan Batu Pahat, Peti Surat 526, 86009 Kluang, Johor, Malaysia 3Horticulture Research Centre, MARDI Headquaters, P.O.
Applied Mechanics and Materials Vols. 773-774: International Integrated Engineering Summit 2014.
Ecological Engineering, 28 (1) (2006) pp. 90-95
Electronic Journal of Geotechnical Engineering, (12) (2007) 2007-0777