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On the other hand, the large scale general finite element analysis (FEA) softwares, such as ABAQUS, ANSYS, ADINA, etc., although have the powerful computational abilities, but can’t be applied directly to the architecturalstructure analysis and design, due to the fact that their preprocessors are inconvenient for building modeling and their postprocessors can’t present computational results according to the building structure specifications, say, the civil codes and the custom of engineering.
Structure modeling Transformation to FE model FE analysis Calculation according to civil codes       From PKPM, YJK, MIDAS, ETABS, etc.
The other codes mainly consist of the auxiliary FEA kernel and the post-processor, which would sort-out in statistics the calculated data results according tostructural engineering and present reports for the engineers.
And finally, the computational results would be recalculated and sorted-out according to the engineering requirements.So using this integrated system, HPS for the complex building are not so profound and complicated as before.
Paving: A New Approach to Automated Quadrilateral Mesh Generation,International Journal for Numerical Methods in Engineering, Vol. 32(1991), p.811-847

Application of Superfine Aggregate in Corrosion Resist of Hydraulic Concrete CI JUN1,a, SUN Zhaoxiong1,b,GE Yixiong1,c 1College of Civil and Hydraulic Engineering, Xinjiang Agricultural University, Urumqi 830052,China acj211215@163.com, bxndjc@sina.com,c67875942@qq.com Keywords: superfine aggregate; hydraulic concrete; erosion-resistance Abstract.
Introduction The concrete is widely used in all kinds of civil engineering construction because its raw materials can come from various sources, inexpensive, and easily obtainable.
Acknowledgements The study is financed by the Key Discipline Foundation of Xinjiang Water Resources and Hydropower Engineering of China（XJzdxk-2010-02-12）.
J Mater Civil Eng, 23(5) (2011)572-579

Design and implementation of security dynamic monitoring and management system for school children LIU Yang1, 2,a, Cai Guoyin1, 2, Zhang Chong1, 2 and DU Mingyi1, 2 1Department of Geographical Information System, School of Geomatics and Urban Information, Beijing University of Civil Engineering and Architecture, Beijing 100044, P.R.
China 2 The Key Laboratory for Urban Geomatics of National Administration of Surveying, Mapping and Geoinformation, Beijing University of Civil Engineering and Architecture, Beijing, China aliuyang@bucea.edu.cn Keywords: RFID technology, School children, Campus security, Positioning.
Z121106002512025) and its matching supporting program by Beijing University of Civil Engineering and Architecture(No. 21221214116), and is partially funded by Beijing Municipal Organization Department Talents Project(No.2012D005017000001).

Long-term Deformations of Steel-reinforced Concrete Columns under Sustained Axial Loads Zhouyi Chen1, a, Yang Wang1,b and Jianqing Wu1,c 1 Department of Civil Engineering, Xiamen University, 361005 Xiamen, China a chenzy@xmu.edu.cn, bseamailyang@163.com, c547540998@qq.com Keywords: Steel-reinforced Concrete, Column, Creep, Shrinkage Abstract.
(in Chinese) [7] Bazant Z.P: ACI Journal Vol. 69 (1972) p. 212 [8] Song B.J: China Journal of Civil Engineering Vol. 26 (1993) p.66 (in Chinese) [9] Chen Z.Y., Wang Y., and Chen W.
In: Proceedings of the 2011 International Symposium on Innovation & Sustainability of Structures in Civil Engineering.

Study of Surface Modification of Recycled Aggregate and Mechanical Properties of the Resulting Concrete Shuqing Yang1,a, Ting Peng1,b, Waiching Tang 2,c, Hongzhi Cui 1,d 1 Shenzhen Durability Center for Civil Engineering, College of Civil Engineering, Shenzhen University, P.
The recycled aggregates used in this study were produced by crushing the waste concrete specimens which came from the Key Laboratory of Durability for Civil Engineering of Shenzhen University.

Analysis of Streamline Flow at the Mangalarang-Kajenjeng River Junction Iswandi Utama1,a*, Farouk Maricar2,b, Mukhsan Putra Hatta2,c 1Magister Student of Civil Engineering, Hasanuddin University, Gowa, South Sulawesi, Indonesia 2Departement of Civil Engineering, Hasanuddin University, Gowa, South Sulawesi, Indonesia aIswandi.utama@gmail.com, bfkmaricar@yahoo.com, cmukhsan.hatta@unhas.ac.id Keywords: Flood simulation, streamline flow, river junction.
Pallu, *Civil Engineering Hydraulics*, vol. 1.

Safety Assessment of Bridge Structures using Ambient Vibration Chin-Hyung Lee1,a, Young-Jun You1,b, Ki-Tae Park1,c, Bong-Chul Joo1,d, Bo-Mi Lee1,e and Tae-Heon Kim1,f 1Structural Engineering Research Division, Korea Institute of Construction Technology, 2311, Daehwa-dong, Ilsanseo-gu, Goyang-si, Gyeonggi-do 411-712, Republic of Korea aifinder@hanmail.net, byjyou@kict.re.kr, cktpart@ kict.re.kr, dbcjoo@ kict.re.kr, ebmlee@ kict.re.kr, ftaeheon@ kict.re.kr Keywords: Safety assessment, Bridge structures, Relative load-carrying capacity, Dynamic property Abstract.
Structural health monitoring of civil infrastructures using dynamic properties has received significant recent attention by researchers in which identification of the global dynamic properties using vibration responses is a necessary step.
Although techniques based on forced excitations have long been used in several engineering fields as reliable means to obtain modal properties, the use of these tests is not generally feasible in civil engineering applications like bridges due to safety concerns and the massive size of the structures [1].
The effectiveness of NExT has been demonstrated through the identification of structural modal parameters in various types of civil structures using ambient vibrations.

Yusoff 1, b, Zainuddin Sajuri1, c, Halil Ceylan2,d, Fauzan Mohd Jakarni3, e and Amiruddin Ismail1, f 1Dept of Civil and Structural Engineering, Universiti Kebangsaan Malaysia, Malaysia 2 Dept. of Civil, Construction and Environmental Engineering, Iowa State University, USA 3 Dept. of Civil Engineering, Universiti Putra Malaysia, Malaysia aalihend72@yahoo.com, bizzi@eng.ukm.my, csajuri@eng.ukm.my, dhceylan@iastate.edu, efauzan@eng.upm.edu.my, fabim@eng.ukm.my Keywords: Bonding strength, Pull-off test, XRD, Nano-clay, Mixing process Abstract.

Preface This edition contains the selected articles from the 6th International Conference on Numerical Modelling in Engineering (NME 2023).
Numerical Modelling in Engineering NME 2023 is the 6th NME meeting which was held in Ghent, Belgium, during the period 29-31 August 2023.
The overall objective of the conference is to bring together international scientists and engineers in academia and industry in fields related to advanced numerical techniques, such as FEM, BEM, IGA, etc., and their applications in a wide range of engineering disciplines.
The conference covers industrial engineering applications of numerical simulations in Civil Engineering, Aerospace Engineering, Materials Engineering, Mechanical Engineering, Biomedical Engineering, etc.
The organising committee is grateful to keynote speaker Professor Lihua Wang, School of Aerospace Engineering and Applied Mechanics, Tongji University, Shanghai, China, for her very interesting keynote speech entitled ‘Meshfree Stabilized Collocation Method (SCM): theory, algorithm and applications of solid, fluid and fluid-structure interaction problems’, and to keynote speaker Professor Magd Abdel Wahab, for his keynote speech ‘Numerical Modelling of Fretting Fatigue’.

Airborne laser underwater detecting system is applied in military and civil field.
It can be used in the military fields to detect the submarine, mine and fish torpedo and can also be used in the civil fields such as depth measurement, seabed physiognomy mapping, sea environment monitor and so on.
Infrared and Laser Engineering, Vol.34(2005),p.526-529.