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Introduction Attachment lugs are one of the most fatigue-and fracture-critical components in modern engineering structures [1].
Aliabadi: Engineering Failure Analysis.
Jones: Engineering Failure Analysis.
[6] Gao Qing: Engineering Crack Mechanics ,Chongqing University Publications, China (1986)
[7] Zheng Xiaoling: Civil Aircraft Durability and Damage Tolerance Design Handbook ,Aviation Industry Publications, China (2003).

Influences of deviatoric stress on the soil-water characteristic curve Xiangwei FANG1,2, a, Shuping JIANG2, Chunni SHEN3, Yun XIE4, Gang LI4 1Department of Architecture and Civil Engineering, Logistical Engineering University, Chongqing 401311, P.R.
China 4No.5 Air Defense Engineering Deparment of PLA Air Force, Nanjing 211100, P.R.
Experimental apparatus and test procedure Experimental apparatus The modified triaxial apparatus used in this study was developed at the Logistical Engineering University in Chongqing, China[6].
Journal of Geotechnical and Geoenvironmental Engineering 123(12), 1106-1117

Study on Chloride Ion Permeability Resistance Variation of C40 Concrete Zhide Huang1, a 1Institute of architecture and civil engineering, Inner Mongolia University of science and technology, Baotou, Inner Mongolia, China ahuangzhd-211@163.com Keywords: Qingdao Bay Bridge, Chloride Ion Permeability, Entity Structure, Durability Abstract.
Engineering is from north 200m Li Cunhe Bridge Jiaozhou bay expressway side to huangdao side where is red cliff picking up with new Jiqing expressway.
According to references [2 ~ 3]: The phenomenon which includes concrete directly under the structure in seawater and engineering in sea fog are erosion have strongly connection with Cl - penetration resisting.
The concrete permeability resistance test referred to ASTM C1202 [5] and Engineering High-performance Concrete of the Qingdao Bay Bridge>; the permeability specimen size was cut and removed from 150 mm ×150 mm × 150 mm cubic specimens.
Concrete Permeability [M].Beijing, Science press, 2006（In Chinese） [4] Design and construction technical of Marine engineering high-performance concrete specifications of Qingdao bay bridge [S].2008（In Chinese） [5] ASTM C1202-12 Standard test method for electrical indication of concrete ability to resist chloride ion penetration,2012

Seismic Performance Evaluation of A Super-tall Building Structure Ying Zhou1, a, Lei Hong2, b 1 State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China 2 Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, 200092, China ayingzhou@vip.163.com, bjx_honglei@163.com Keywords: super-tall building structure, performance objectives, seismic evaluation, dynamic analysis Abstract.
Structural systems According to the site condition of the region the building located, and considering both construction speed and engineering cost, the project choose the hybrid structural system: SRC outer frame-RC core wall.
Ding: Earthquake Engineering and Engineering Vibration, Vol. 26(2006), p. 101
Dou: Engineering Mechanics suppl, Vol. 18(2001), p. 346 (in Chinese).

Scattering of SH-waves and Dynamic Stress Intensity Factor by an Interacting Mode III Crack and a Lining Structure in Half Space Zailin Yang 1,3,a, Meijuan Xu 2,b, Baitao Sun 3,c 1, 2 School of Civil Engineering, Harbin Engineering University, Harbin 150001, China 3 Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China a yangzailin00@163.com, bmeijuan242@163.com, csunbt@iem.net.cn Key words: Scattering of SH wave; Crack, DSIF; Green's function; Lining structure Abstract.
Earthquake engineering and engineering vibration. 2003,23(3):41-46
Journal of Harbin Engineering University.2004,25(5):618-622

Research on Ultimate Bearing Capacity of Single-layer Cylinder Latticed Shells Considering the Influence of P-δ Effect Wenfeng Du a, Zhiyong Zhou b and Pei Zhu c College of Civil Engineering and Architecture, Henan University, Kaifeng 475004, China adwf@henu.edu.cn, b zzy569@163.com, c 365662511@qq.com, Keywords: single-layer cylinder latticed shell; ultimate bearing capacity; P-δ effect; multi-element simulation method.
From engineering practice we can find that some members buckle before reticulated shells reach the ultimate bearing capacity.
From many engineering practices we can find that the shape of member after buckle is curved.
Journal of Zhengzhou University (Engineering Science), 3 (2008) 99-102
Engineering Mechanics, 3 (1996) 93-104.

Kazlitin1,d 1Construction Engineering Institute, Belgorod State Technological University named after V.G.
Shuldyakov, Cement heavy concrete for the construction of high-speed roads, Tomsk State University of Architecture and Civil Engineering Bulletin. 4 (63) (2017) 147–157
Mitrokhin, Fine-grain concrete for mining construction, In the collection: IOP Conference Series: Materials Science and Engineering 11.
"International Conference on Mechanical Engineering, Automation and Control Systems 2017 - Material Science in Mechanical Engineering" (2018) 032028
Ibragimov, Concretes for underwater structures, Key Engineering Materials. 769 (2018) 3–8.

Numerical Simulation on Propagation Mechanism of Hydraulic Fracture in Fractured Rockmass Men Xiaoxi1,a, Tang Chun’an2,b and Han Zhihui3,c 1College of Resources and Civil Engineering, Northeastern University, Shenyang, China 2School of Hydraulic Engineering, Dalian University of Technology, Dalian, China 3ACRE Coking And Refractory Engineering Consulting Corporation, MCC, Dalian, China amenxiaoxi@126.com, btang_chunan@yahoo.com, chanzhihuidbdx@163.com Keywords: Heterogeneity, single natural fracture, fractured rockmass, hydraulic fracturing, numerical simulation Abstract.
Rock Mechanics and Rock Engineering, 2004, 37(4): 251-275
Key Engineering Materials, 2011, 452-453: 581-584
Key Engineering Materials, 2003, 243-244: 351-356.

Mukhopadhyay2,b 1Assistant Professor, Department of Mechanical Engineering, Indian School of Mines, Dhanbad (Jharkhand); India 2Professor, Department of Mining Machinery Engineering, Indian School of Mines, Dhanbad (Jharkhand); India amlcism12@gmail.com and bakm_emm@yahoo.co.in Keywords: modal analysis, natural frequency, mode shape, finite element analysis, experimental modal analysis and frequency response function (FRF).
FREESE Attention Vibrations of Vertical Pressure Vessels, Journal of Engineering for Industries, Transactions of the ASME, pp. 59-78/ FEBRUARY 1959 [2] Medhat A.
Tayel, (1984), “Dynamic Behavior of Cylindrical Liquid Storage tank under earthquake excitation”, presented at Civil Engineering Department, University of California, Irvine, CA 92717
[3] Somchart Chantasiriwan, Modal analysis of free vibration of liquid in rigid container by the method of fundamental solutions “Engineering Analysis with Boundary Elements”, 25 September 2008, Science http/: www.elsevier.com [4] Omar Badran, Mohamed S.
Gaith*, Ali Al-Solihat (2012), “The Vibration of Partially Filled Cylindrical Tank Subjected to Variable Acceleration”, Engineering, 2012, 4, 540-547,http://dx.doi.org/10.4236/eng.2012.49069

Discussion of criteria of shear strength reduction FEM Lihong Chen1, 2, a, Shu Yu2, b, Hongtao Zhang1, c 1School of civil engineering, Beijing Jiaotong University, Beijing 100044, China 2China Institute of Water resource and Hydropower Research, Beijing 100044, China aChenlhts@126.com, bYushu@iwhr.com, chtzhang0807@126.com, Keywords: shear strength reduction; slope stability; rheological model; criteria for failure.
References [1] Duncan, State of the art: Limit equilibrium and Finite-Element analysis of slope: Journal of Geotechnical Engineering, Vol.122-7 (1996), p 577~595 [2] WF Chen, in: Developments in Geotechnical Engineering, Elsevier (1975)
Kleeman, Upper bound limit analysis using discontinuous velocity fields: Computer Methods in Applied Mechanics and Engineering.
A, Slope stability analysis by finite elements: Geotechnical, Vol.49-3 (1999), p 387~403 [9] Zheng Yinren, Zhao Shangyi and Zhang Luyu, Slope stability analysis by strength reduction FEM: Engineering Science, Vol.4-10 (2002), p 57~61 [10] Zhao Shangyi, Zheng Yinren and Shi Weimin et al,Analysis on safety factor of slope by strength reduction FEM, Chinese Journal of Geotechnical Engineering: Vol.24-3 (2005), p 343~346 [11] Liu Jinlong, Luan Maotian et al, Discussion on criteria for evaluating stability of slope in elastoplastic FEM based on shear strength reduction technique: Rock and Soil Mechanics, Vol.26-8 (2005), p 1345~1348 [12] Chen Weibin, Zheng Yingren and Feng Xiating et al, Study on strength reduction technique considering rheological property of rock and soil medium: Rock and Soil Mechanics, Vol.29-1 (2008), p 101~105