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Experimental Study on Mechanical Properties of Larch Glulam Columns under Axial Compression Xianyan ZHOU1, a *, Dan ZENG1,b and Zhifeng WANG1,c 1College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha 410004, P.R.
Therefore, the slenderness ratio should not be too large for making full use of strength of specimens in engineering application.
Journal of chongqing institute of architecture and engineering, Vol.3, 1986, pp.42-52
Built-up Column Stability in Wood Construction, Forensic Engineering Congress, 2009, pp.49-56
Tests and Design of Fixed-Ended Cold-Formed Steel Plain Angle Columns, Journal of structural engineering, Vol. 11, 2004, pp.18-20

Miller, et al., Recent development in aluminium alloys for the automotive industry, Materials Science and Engineering A280 (2000) 37–49
Tindall, Aluminium in bridges, ICE Manual of Bridge Engineering, Institution of Civil Engineers (2008) 345-355, doi: 10.1680/mobe.34525.0345
Ma, Friction stir welding and processing, Materials Science and Engineering R 50 (2005) 1–78
Department of Materials Science and Engineering, Royal Institute of Technology, Stockholm, 2005
Erdogan, A critical analysis of crack propagation laws, Journal of Basic Engineering, Transactions of the ASME (1963) 528-534.

Performance of Activated Carbon Made from Gigantochloa verticillata Bamboo for Biogas Purification I Putu Hari Wangsa1, Tjokorda Gde Tirta Nindhia2*, Dewa Ngakan Ketut Putra Negara2, I Wayan Surata2 1Master student at Study Program of Master in Mechanical Engineering, Engineering Faculty, Udayana University, Jimbaran, Bali, 80361, Indonesia 2Department of Mechanical Engineering, Engineering Faculty, Udayana University, Indonesia, 80361 *nindhia@yahoo.com Keywords: Activated, Carbon, Bamboo, Biogas, Purifier Abstract.
Surata, and A Wardana, Materials Science and Engineering, 201(012021), (2017), pp. 1-5
[3] TGT Nindhia, I W.Surata, IDGP Swastika,and P Widiana: Key Engineering Materials,Vol. 705. (2016), pp. 368-373
[7] MA Tadda, A Ahsan,A Shitu, M Elsergany, T Arunkumar, B Jose, MA Razzaque , and NNN Daud: Journal of Advanced Civil Engineering Practice and Research,Vol.2(1), 2016, pp. 7-13
Sucipta, and F Hidajat,: Materials Science and Engineering, Vol.539 ( 0120), (2019), pp. 11:1-7 [10] M Sucipta, DNKP Negara, TGT Nindhia, and IW Surata,: Materials Science and Engineering, Vol.201(012032), (2017), pp. 1-6 [11] DNKP Negara, TGT Nindhia IW Surata, and M Sucipta: Key Engineering Materials, Vol.705, (2016), pp.126-130

Development and Application of Monitoring and Early Warning System for Geological Disasters in Highway High Slope Ting LEI1,2,3, a, Zhuo-ying TAN1,2,b and Chuan-xiang LIN 4,c 1 School of Civil and Environmental Engineering, University of Science & Technology Beijing , Beijing 100083,China 2 State Key Laboratory of High-efficient Mining and Safety of Metal Mines of Ministry of Education ，Beijing 100083,China 3 Geokon Instruments (Beijing) CO.
Chinese Journal of Rock Mechanics and Engineering, 2009, 28(5):900-907
Chinese Journal of Rock Mechanics and Engineering, 2009, 28(6):1081-1090
Chinese Journal of Rock Mechanics and Engineering, 2003,22(8):1 324-1328
Chinese Journal of Rock Mechanics and Engineering,2007,26(Supp.2):4477-4483.

References [1] Lam N, Wilson J and Hutchiston G (2000), “Generation of synthetic earthquake accelerograms using seismological modeling,” A Review Journal of earthquake engineering, 4(3), 321-354
-J., "Applications of ARMA Models for Seismic Damage Prediction," Probabilistic Methods in Civil Engineering, Proceedings 5th ASCE Specialty Conference, P.
[4] Brahimi M and Berri S (2006), “The Use of ARMA Models in Earthquake Response Spectra, ” 14th International Conference on Nuclear Engineering July 17–20, 2006 , Miami, Florida, USA ,Volume 3: Structural Integrity; Nuclear Engineering Advances; Paper no.
[7] Chang M K, Kwiatokowski J W, Nau R F, Oliver R M and Pister K K (1982), “ARMA model for earthquake ground motions,” Earthquake Engineering and Structural Dynamics, 10, 651-662
[17]Newmark NM and Rosenblueth E (1971), “ Fundamentals of Earthquake Engineering,” Prentice Hall, in Englewood Cliffs, N.J.

Dynamic Behavior of Pile Foundation in Frozen and Thawing Soil Hao Li1, a, Wei-Nan Lu1, b 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044 aEmail:08231134@bjtu.edu.cn, b10115253@bjtu.edu.cn KEYWORDS: Frozen Soil, Pile Foundation, Vertical Cyclic Load, Dynamic Stiffness, Damping, Numerical Simulation Abstract.
Hence seismic resistance of engineering in permafrost regions is an important practical problem.
Journal of Structural Engineering, 2006, 132(11), 1745-1754
Engineering Structures, 2010, 32(4), 933-943
Chinese Journal of Geotechnical Engineering,2006,28 (1):48-55

Study on the Safety of Bridge Structure Yu Zhang1, Yudong Wang1 1 Civil Engineering, Northeastern University, Shenyang, Liaoning, 110004 China 1711311238@qq.com Key words: Bridge; Structure; Comparison; Foreign; Abstract.YangMingTan bridge is the longest and super large span river's bridge located on the north area of ChangJiang river in China .That is used on November 6,2011 which span from its north area of the intersection of the third road and ShiMao road.
Accident road sections located in the Third Ring Road Qunli viaduct project, as a separate construction project, belong to two engineering construction projects and Yang Ming Tan Bridge.
A.The China Transportation 2nd Air Bureau B.13 Bureau Group, China Railway Construction Company C.Long Jian Road and Bridge D.Construction unit of China Fujian Transportation Group Engineering Railway Bridge Engineering Bureau Group.
Supporting ease engineering.
I had the honor in 2010, had the privilege of this project internship, and have a basic understanding of the engineering segment.

CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING. 2003, 22(11): 1803-1806.
JOURNAL OF MINING AND SAFETY ENGINEERING. 2008, 25(4): 389-393.
Journal of Railway Engineering Society. 2011(10): 6-9.
CHINESE JOURNAL OF ENGINEERING GEOPHYSICS. 2010, 7(1): 33-42.
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING. 2005, 24(5): 823-828.

Experimental Study of the Accumulation Dynamic Residual Strain of Ice under Rail Traffic Loading Zhan-yuan Zhu1, 3,a,*, Shi-jun Chen2 , Qiong-lin Li2,3, Li-na Wang2,3 and Feng Zhang2,3 1 Urban and Rural Construction College, Sichuan Agricultural University, Dujiangyan, Sichuan, 611830, China 2 School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, 150090, China 3 State Key Laboratory of Frozen Soil Engineering，CAREERI, CAS, Lanzhou, Gansu，730000, China a zhuzyuan910@163.com Key words: Ice, dynamic strain rate, dynamic tri-axial test at low temperature, rail traffic loading, axial step cyclic loading Abstract.
An engineering theory of creep of frozen soils [J].
Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1472-1476.
Soil Dynamics and Earthquake Engineering, 2012, 32(1):1-14 [13] CHENG Guo-dong, YANG Cheng- song.
Mechanics and Engineering, 2006, 28(3): 1-8.

., LTD; Foshan; Guagndong 528000; China 2Civil Engineering and Mechanics Institute, Central South University of Forestry and Technology; Changsha; Hunan 410004; China 3Civil Engineering Institute, Central South University; Changsha; Hunan 410075; China ac139028459592@163.com,bcsuyj700930@163.com, csongweimin0623@163.com,d42054098@qq.com Key words: Recycled Aggregate, Concrete, Road service performance, Wear-resisting property, Mechanics Abstract: It was tested the strength and wear value of recycled aggregate concrete mixing fly ash, slag, silica fume and double-mixture or three-mixture in deferent age.
The concrete wear test is according to “Highway Engineering Cement and Concrete Test Regulations” JTG E-2005, and the specimen size are 150mm×150mm×70mm.
International Symposium on Innovation & Sustainability of Structures in Civil Engineering-Including Seismic Engineering, Nanjing, China, November 20-22, 2005, 958-967 [2] Yijin Li, Shiqiong Zhou, Jian Yin, Jun Li.
Study on the workability and mechanical properties of recycled aggregate concrete containing ultra-fine fly ash [J], Key Engineering Materials, 2005, 314-320
Experimental research on the mix design and the modified of recycled aggregate concrete [J]，Journal of Railway Science and Engineering, 2005, 2（6）: 66-71