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The technology of PSA(probabilistic safety assessment) based on fracture mechanics has been applied on the engineering field.
The relation expression of flexure problem between critical load and natural frequency was given to assessment the structure of the ocean engineering structure[4].
For the purpose of applying the PFAC to the engineering, it is recommended that the 90% reliability fitting curve to be adopted as the probabilistic safety assessment.
Liu, Safety Assessment for Metallic Structure of In-service Gantry Crane [ D] School of Naval Architecture, Ocean and Civil Engineering Shanghai Jiao Tong University. (2010) 5-8
Jin, Probabilistic analysis and assessment of failure of engineering structures [ D] Beijing University of Aeronautics and Astronautics.(1998) 120-129

Pierce 2,b 1 Lecturer, Department of Civil Engineering, Shanghai University, Shanghai, China, 2Associate Professor, Department of Civil and Environmental Engineering, University of South Carolina, Columbia, South Carolina, USA axuz@shu.edu.cn (corresponding author), bpiercec@engr.sc.edu Keywords: time domain reflectometry (TDR), slope failure, physical modeling Abstract.

Department of Civil Engineering, Tsinghua University, Beijing 100084, China;) (Email1,2: dhlz_2008@163.com) Key words: artificial silica fume; silica fume; self-compacting concrete; workability; compressive strength high-early-strength Abstract: The C60 self-compacting concrete(SCC) mixed artificial silica fume(ASF) and silica fume(SF) respectively were evaluated systematically through the items, such as compressive strength, slump loss, air content, and setting time, by which effect principles and mechanisms of ASF on compressive strength and workability of self-compacting concrete were obtained.
Journal of Harbin University of Civil Engineering and Architecture，2002，35（6）：50-54.

The place of display: the Department of Physical and Sport Education within the Technical University of Civil Engineering, Bucharest, Romania.
Briefly, the program had 2 projects separated by structure, objective and activities- for students in year I and II, III-IV from Technical University of Civil Engineering, Bucharest.

Effects of Temperature on Drying Shrinkage of Concrete Yingzi Yang1,2 a, Maoguang Li2, Hongwei Deng1,2 and Qi Liu1,2 b 1 Key Lab of Structures Dynamic Behavior and Control (Harbin Institute of Technology), Ministry of Education, Heilongjiang, Harbin, 150090, China 2 School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China a yzyang@hit.edu.cn, b Soulworld67@gmail.com Keywords: Concrete, Shrinkage, Temperature, Water Cement Ratio, Mineral Admixture.
Aggarwal: Shrinkage of High Strength Concrete, volume 7 of Asian Journal of Civil Engineering (Building and Housing) (2006), NO. 2, p. 183-194 [4] Hooton, R.D., Stanish, K., and Prusinski, J. in: The Effect of Ground, Granulated Blast Furnace Slag (Slag Cement) on the Drying Shrinkage of Concrete – A Critical Review of the Literature, Eighth CANMET/ACI International Conference on Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, Supplementary Papers Volume, American Concrete Institute (2004)

Khaodee: A Study of Basic Physical Properties of High Compressive Strength Brick Made out of Sand in Chainat Province as Main Material (Master’s thesis in Civil Engineering, School of Energy, Environment and Materials, King Mongkut’s University of Technology Thonburi 2006)
Sisomsak: The Development of Properties of High Compressive Strength Brick Mixed with Ash (Master’s thesis in Science, Department of Civil Engineering, King Mongkut’s University of Technology Thonburi 2005)

Cultural Identity and Continuity — Case Study of Authentic Conservation of Xi’an Bei Yuan Men Historic District Hongyan Li1, a , Fei Wang2,b 1Department of Architecture, Faculty of Human Settlement and Civil Engineering, Xi’an Jiao-tong University, Xi’an, Shaanxi, 710049, China 2Department of Architecture, Faculty of Human Settlement and Civil Engineering, Xi’an Jiao-tong University, Xi’an, Shaanxi, 710049, China a lihy04@126.com, bwf76716@163.com Keywords: Cultural identity; Continuity; Historic District Abstract.

Toutlemonde, Modelling the crack opening-closing and possible remedial sawing operation of AAR-effected dams, Engineering Failure Analysis, 36 (2014) 199-214
Toutlemonde, Estimation of the residual expansion of concrete affected by alkali silica reaction, Journal of Materials in Civil Engineering, 20 (1) (2008) 54-62
Remaud, CESAR-LCPC, un progiciel de calcul dédié au génie civil, Bulletin des laboratoires des ponts et chaussées, 256-257, 7-37, LCPC, Paris (2005).

Ozkul2,b* 1,2Istanbul Technical University, Faculty of Civil Engineering, Maslak 34469 Istanbul, Turkey azabihinil@gmail.com, bhozkul@itu.edu.tr Keywords: Polymer cement mortar, EVA, nano-silica, rate of heat, strength, sorptivity Abstract.
Congress on Advances in Civil Engineering (ACE 2014) Istanbul, 2014

Trendafilova, Department of Mechanical Engineering, University of Strathclyde, 75 Montrose str.
The problem for fault diagnosis in civil structures is of importance from viewpoint of the safety of the structure.
The demand for extension of the performance, the life-time, the durability and the reliability of civil and other engineering structures as well as the efforts to reduce the user costs is another reason for the growing interest towards structural monitoring methods.