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Journal of structural engineering, 1999, 125 (7): 767-772
Inspection and monitoring techniques for bridges and civil structures[M].
Reliability Engineering and System Safety, 2008, 93 (3): 364–372
Engineering Mechanics, 2007, 24(7): 86-93(In Chinese) [6] Ministry of Communication of China 2004a.
Unified Standard for Reliability Design of Highway Engineering Structures (GB/T 20283- 1999), Beijing: China Communication Press

Study on the deep foundation effect on the adjacent underground structures during a metro station construction WU Ke1, 2, a 1 School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China; 2 Shenzhen Metro CO.
Nevertheless these errors will be allowable in engineering practice.
Chinese Journal of Underground Space and Engineering, 2010, 6(5):1001-1008
Chinese Journal of Underground Space and Engineering, 2010, 6(1):1339-1342
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(1):184-190

Research of Direct Calculation Method for Design on Cross-section of Retaining Wall Wei Huang 1, a 1School of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha,Hunan 410004,P.R.China aeaglehw@163.com Keywords: retaining wall; anti-sliding; anti-overturning; bearing capacity of ground; cross-section design Abstract.
It may be a reference for engineers.
Geotechnical Engineering, 2003(6): 315~318
Geotechnical Engineering, 2004, 18(5). 242~243, 247
Geotechnical Engineering, 2005, 19(1):17~19

Research Summary of Strengthening RC Shear Walls Longmin Jiang 1, a, Hongjun Li2, b *, Lei Liu 3, c, Jindan Zhang 4, d 1College of Civil Engineering, Hunan University of Technology, China 2College of Civil Engineering, Hunan University of Technology, China 3College of Civil Engineering, Hunan University of Technology, China 4College of Civil Engineering, Hunan University of Technology, China a527943658@qq.com, b694290463@qq.com, c604585830@qq.com, d123889949@qq.com Keywords: Strengthening RC shear walls; Review; Reinforcement method Abstract.
[11]Hongmei Zhang, Xilin Lv: Experimental study on the aseismic behavior of concrete shear walls reinforced with steel, Structure Engineer, In Chinese, (2007)
[15]Altin, Sinan, Anil, Özgür, Kopraman, Yağmur, Kara, M.Emin: Hysteretic behavior of RC shear walls strengthened with CFRP strips, Engineering, Jan, (2013)
[16]Altin, Sinan, Kopraman, Yağmur, Baran, Mehmet: Strengthening of RC walls using externally bonding of steel strips, Engineering Structures, Apr, (2013)
[19]Lianrui Zhao, Zhigang Liu: The application of enlarging section reinforcement in high-rise shear walls structure, Ningxia Engineering Technology, In Chinese, (2005)

Design of reinforced concrete block masonry basement Hong Quan1, a 1 College of Civil Engineering & Mechanics, Central South University of Forestry & Technology, Changsha 410004, P.
The design can be used as a reference to similarity engineering.
Introduction This engineering is a residential building of nineteen floors, belonging to the non-seismic fortification area.
Engineering geological conditions are as follows: surface fills in the miscellaneous soil, thickness of 1.5 ~ 1.9 meters, under which in turn for the Pure soil filling, thickness of 5.4 ~ 1.7 meters, the pond mud, thickness of 2.00 ~ 2.40 meters; silty clay, thickness of 2.9 ~ 2.2 meters, powder sand, thickness of 2.3 ~ 0.5 meters; round gravel layer, thickness of 8.7 ~ 6.4 meters; clay thickness of 1.8 ~ 0.4 meters; strong weathering shale pink sandstone, and the Rock mass basic quality level is Ⅵ level.
The design has certain reference value for similar engineering.

Analytical Modeling of Flutter Aerodynamic Derivatives for Open-Truss Stiffened Suspension Bridge Mohamad El-Katta, Raafat Shaker b and Younis Kassemc 1Department of Civil Engineering, Faculty of Engineering, Alexandria University, Egypt amohamadelkatt@co.uk, braafati@yahoo.com, cYounismyk255@yahoo.com Keywords: Analytical Model; Suspension Bridge; Aerodynamic Derivatives; Suspension Bridge Flutter Abstract.
References [1] Algirdas Juozapaitis, Siim Idnurm, Gintaris Kaklauskas, Juhan Idnurm, Viktor Gribniak,"Non-Linear Analysis of suspension Bridge with Flexible and Rigid Cables", Journal of Civil Engineering and Management, Vol. 16 No. 1, 2010
Chenc," Flutter reliability analysis of suspension bridges," Journal of Wind Engineering and Industrial Aerodynamics Vol.93,2005
Finite Element and RPE solution," Jpournal of Bridge Engineering, Vol. 174, 1999
[11] Scanlan, R," On Flutter Buffeting Mechanisms in Long-Span Bridges," Journal of Probablistic Engineering Mechanics, Vol.3, No. 1, 1988.

Isolated structures research and comparative with traditional seismic structures Min Yao 1, a, Tieying Li 2, b 1Architecture and Civil Engineering College, Taiyuan University of Technology,Taiyuan,Shanxi,030024,China 2 Architecture and Civil Engineering College, Taiyuan University of Technology,Taiyuan,Shanxi,030024,China ayaomin_1988@sina.com, blty680412@163.coml Keywords: Isolated structures.
The world is dedicated in the engineering earthquake resistance and mitigation work, improving construction's seismic fortification level and seismic capacity.
At present, the base isolation technology is the most popular and mature technology in the world earthquake engineering.
Earthquake Resistance Engineering and Retrofitting, 2011, 33(4): 85~93(in Chinese) [2] Deng Xue-song.
World Information on Earthquake Engineering, 2000, 16(4): 118~123(in Chinese) [3] Song Xiao, Xu Guang-sheng.

Research on Monitoring and Control for Suspender Cable Tension of Half-through Concrete Filled Steel Tube Arch Bridge Fuli Zhao 1, a, Yiqiang Xiang 2,b and Qiangqiang Wu3,c 1,2,3 Department of Civil Engineering ,Zhejiang University,Hangzhou,310058, P.R.
But the finite element model cannot completely simulate real engineering practice.
Engineering Mechanics. 2010, 27(8):174-178.
(in Chinese) [3] Zhu Weiguo, Shen Yonggang, Xiang Yiqiang: Central South Highway Engineering, 2003, 29(1): 21-23.
(in Chinese) [5] Ren Weixin, Chen Gang:[J].China Civil Engineering Journal, 2005, 38(11): 26-31.

Miryuk, Liquid-glass concrete of variable density, IOP Conference Series: Materials Science and Engineering. 869 (2020) 032025
Siddiqui, Influence of biomass aggregate on strength of foam concrete, International Journal of Civil Engineering and Technology. 8 (2017) 1645 – 1653
Anand, Utilization of recycled waste as filler in foam concrete, Journal of Building Engineering. 19 (2018) 154 – 160
Korol, Properties and thermal insulation performance of light-weight concrete, Magazine of Civil Engineering. 84 (2018) 173 – 191
Lee, A properties of concrete using LCD waste glass subjected to sulfate attack, Key Engineering Materials. 773 (2018) 233 – 237

Study on hydraulic fracturing method for in-situ stress measurement in deep boreholes Yanxin Zhang1, a, Changsheng Song2, b, and Jianhui Zhao3, c 1School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao 066004, China 2School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo 454000, China 3School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao 066004, China azyx382@163.com, b54713448@qq.com, ctmgczy@yeah.net Keywords: Hydraulic fracturing(HF), In situ stress, Deep borehole, Apparatus, Fracture propagation Abstract.
Introduction The distribution of in situ stresses in rock masses is a central concern of rock mechanics, both with respect to understanding basic geological processes such as plate tectonics and earthquakes, and the design of engineering structures in and on rock masses.
Improved test equipment The HF technique was first introduced to China in 1980 [4], which has been widely used for stress measurement in hydro-electrical engineering, traffic engineering and mining engineering.
Cornet: International Journal of Rock Mechanics & Mining Sciences, Vol.40 (2003), p. 1011-1020 [3] Haimson BC: Comprehensive rock engineering, Vol.3.
(in Chinese), Vol.7(1980), p. 5-6 [5] Meifeng Cai and Hua Peng: Journal of University of Science and Technology Beijing, Vol.15 (2008), p. 665-670 [6] ZHANG Yanxin and SONG Changsheng: Chinese Journal of Rock Mechanics and Engineering, Vol.29 (2010), p. 778-786 [7] J.