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Dynamic Elasto-Plastic Analysis on the steel spatial arch truss with 90m Span and 0.2 Rise-Span Ratio Hai-wang Li1,a, Wei Guo 2,b, Jing Liu 3,c 1Department of Civil Engineering, Taiyuan University of Technology 79, Yingzexi Street, Taiyuan, 030024, China; alhwtut@126.com, b343437970@163.com, ccimeng2005@163.com Key words: Earthquake action, Elasto-plastic dynamic response, Plastic hinge, Steel arch truss Abstract.
Introduction Steel tube arch trusses are widely applied in practical engineering，and the large span buildings with them are required to be used as earthquake refugee shelters[1].
A new function for large-span civil buildings Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2009, 28 September – 2 October 2009, Universidad Politecnica de Valencia, Spain:358-359
[2] Civil King Software Technology Co., Ltd.

Evaluation of Permanent Deformation of BRA Modified Asphalt Paving Mixtures Based on Dynamic Creep Test Analysis Muhammad Karami1,2,a *, Ainalem Nega2,b, Ahdyeh Mosadegh3,c, and Hamid Nikraz4,d 1 Department of Civil Engineering, Curtin University, GPO Box U1987, Perth, WA 6845, Australia 2 Department of Civil Engineering, Lampung University, Bandar Lampung 35415, Indonesia 3 Department of Civil Engineering, Curtin University, GPO Box U1987, Perth, WA 6845, Australia 4 Department of Civil Engineering, Curtin University, GPO Box U1987, Perth, WA 6845, Australia 5 Professor, Department of Civil Engineering, Curtin University, GPO Box U1987, Perth, WA 6845, Australia a muhammadkarami@postgrad.curtin.edu.au, bAinalem.Nega@curtin.edu.au, , cahdyeh.mosadegh@postgrad.curtin.edu.au, dH.Nikraz@curtin.edu.au Keywords: Permanent deformation; buton rock asphalt (BRA); unmodified asphalt binder; modified asphalt binder; dynamic creep test; flow number (FN); rutting Abstract.
Mission, "Estimation of pavement rehabilitation cost using pavement management data," Structure and Infrastructure Engineering, vol. 9, pp. 458-464, 2013
Chou, Eds., ed Miami, Florida, USA: American Society of Civil Engineers, 2015, pp. 801-812
Apeagyei, "Rutting as a Function of Dynamic Modulus and Gradation," Journal of Materials in Civil Engineering, vol. 23, pp. 1302-1310, 2011
Amirkhanian, "Utilization of Foaming Technology in Warm-Mix-Asphalt Mixtures Containing Moist Aggregates," Journal of Materials in Civil Engineering, vol. 23, pp. 1328-1337, 2011

Laboratory Testing and Numerical Analysis on Reinforced Concrete Frames with Prefabricated Cellular Lightweight Concrete (CLC) RESKI Ainun Bahri1,a, MUHAMMAD Wihardi Tjaronge2,b* and MUHAMMAD Akbar Caronge3,c 1Department of Civil Engineering, Faculty of Engineering, Hasanuddin University, Makassar, South Sulawesi, Indonesia areskiainun.b@gmail.com, btjaronge@yahoo.co.jp, cma-caronge@unhas.ac.id Keywords: Cellular Lightweight Concrete (CLC), cyclic load, pushover, diagonal equivalent strut Abstract.
In general, buildings can be classified into Engineering buildings and Non-engineering buildings.
Non-engineering building is a simple building such as a residential house that does not carry out structural calculations.
Non-engineering buildings are very susceptible to lateral loads such as earthquakes which can cause collapse.
Material testing was carried out using the Universal Testing Machine (UTM) at the Structure and Materials Laboratory of the Department of Civil Engineering, Faculty of Engineering, Hasanuddin University.

Thermal expansion coefficient prediction of asphalt mixture with the Eshelby equivalent inclusion theory Jun Wu School of Mechanical &Electronic Engineering, Shanghai Second Polytechnic University, Shanghai 201209, PR China sara198412@126.com Keywords: asphalt mixture; Eshelby equivalent inclusion theory; thermal expansion coefficient.
Acknowledgements This work is supported by the Key Cultivating Academic Discipline Projects of Industrial Engineering of Shanghai Second Polytechnic University under Grant No.  
Civil Eng., 16(2), 122-132
Civil Eng., 11(3), 236-241
Civil Eng., 16(2), 140-146

Growth Of Semi-Insulating Gaas Crystal With Uniform Si Doping Shuxian Chen 1,2,a, Jiadong Hou1,b, Xiaoming Tan 2,c (1 Aviation Engineering Institute, Civil Aviation Flight University of China, Guanghan 618307, China; 2 College of Energy and Power Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China) abellesavana@163.com,b371917880@qq.com, ctxmyy@nuaa.edu.cn Keywords: Semi-insulating GaAs; Segregation; Fe-doping; double-crucible; LEC Abstract.
APS-2013-04), the Science Research Foundation of Civil Aviation Flight University of China (No.
J2007-24), the Science Foundation of Civil Aviation Flight University of China for young scholars (No.

A Qualitative Approach for the Performance Evaluation of Artificially Prepared Water Resistant Fine Soil Qazi Umar Farooq1, a, Taro Uchimura2, b 1PhD Student, Department of Civil Engineering, University of Tokyo, Japan 2Associate Professor, Department of Civil Engineering, University of Tokyo, Japan aqaziumar@gmail.com, buchimura@civil.t.u-tokyo.ac.jp, Keywords: Oil Contamination, Water Resistance, Image Analysis, Average Optical Density Abstract.

Large span continuous girder bridge jacking steel hoop stress analysis Zhou Chen 1, a,Quansheng Yan 2,b,Buyu Jia3,c and Xiaolin Yu4,d 1,3,4School of Civil Engineering and Transportation, South China University of Technology,Guangzhou,Guangdong,510640,China 2School of Civil Engineering and Transportation, State Key Laboratory of Subtropical Building Science , South China University of Technology,Guangzhou,Guangdong,510640,China agscz19861985@126.com, bcvqshyan@scut.edu.cn (corresponding author), c 676276866 @qq.com, d 644183148 @qq.com Keywords: Bridge jacking; Steel hoop; Analysis and calculation; experiment; optimization Abstract: Bridge jacking technology is a new technology in the field of old bridge reconstruction.
Based on the case of Beijiang River Bridge jacking of Fokai highway extension engineering, the paper designs steel hoop as jacking force platform.
At last, it achieves the objective of saving materials and simplifying installation and use as well as provides guidance for the similar engineering.
With regard to the problems of steel hoop safety in the engineering, the method of theoretical calculation is simply applied in checking computations.
(In Chinese) [2] Zhenyong Han, Zhenxue Zhang, Yuming Zhang, [J], China Municipal Engineering, 2007,125 (1) 24 -25.

Pitting Corrosion Propagation Analysis of Reinforcement in RC Bridge Beams Considering Uncertain Information Yafei Ma1,a, Jianren Zhang1,b and Lei Wang1,c 1School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha, 410114, China amayafei@hotmail.com, bjianrenz@hotmail.com, cleiwlei@hotmail.com Keywords: Bridge Engineering, Reinforced Concrete, Beam, Pitting Corrosion, Probability Abstract.
Terán-Guillén: Engineering Structures, Vol. 29(2007), p. 1145-1152 [2] G.C.
Mezzina: Journal of Materials in Civil Engineering, Vol. 20(2008), p. 578-587 [3] Y.
Frangopol: Reliability Engineering and System Safety, Vol. 93(2008), p. 1-16 [8] K.A.T.
Stewart: Journal of Structural Engineering, Vol. 131(2005), p. 1681-1689 [9] N.

Structural design courses are commonly perceived as belonging to the field of structural engineering, and taught by structural engineers who tend to adhere to theoretically oriented pedagogical approaches of the engineering tradition.
From the engineering perspective, structural designing consists of the ‘choosing’ of purified derivations of well-known existing structural systems found in engineering textbooks.
Nine Masters level students participated, one of which was a student from the Department of Civil Engineering.
One participating student from the Department of Civil Engineering however could express and explain her observations clearly and subsequently became an advisor to the architecture students – although she provided explanations and observations rather than advice on design development.
The civil engineering student, in contrast, pragmatically adapted a typical H beam cross-section as a rather literal design concept for a chair, and spent comparatively more time on detail design.

Sinha, An integrated evaluation of waste materials containing recycled asphalt fine aggregates using central composite design, Asian Journal of Civil Engineering. 25(1) (2024)1007-1025. https://doi.org/10.1007/s42107-023-008286 [12] A.
Loulizi, Compacted dune sand concrete for pavement applications, Proceedings of the Institution of Civil Engineers-Construction Materials. 164(2) (2011) 87-93. https://doi.org/10.1680/coma.900049 [25] M.
Abdelouahed, The study of the characteristics of sand concrete based on marble waste sand, Civil and Environmental Engineering Reports. 30(1) (2020). https://doi.org/10.2478/ceer-2020-0010 [33] M.
Ransinchung R.N., Durability properties of pavement quality concrete containing fine RAP, Advances in Civil Engineering Materials, 7 (1) 271- 290 (2018).
European Journal of Environmental and Civil Engineering, 28 (2024) 3734 – 3748. https://doi.org/10.1080/19648189.2024.2357672