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Fe-based SMAs find applications in civil engineering structures due to their recovery stresses and corrosion resistance.
Investigations on Fe-based SMAs mainly emphasize their potential as Nitinol counterparts and their utility in civil engineering structures [19].
Ruth: Applications of shape memory alloys in civil engineering structures—Overview, limits and new ideas, Materials and structures 38(2005), 578-592
In 5th World Congress on Civil, Structural, and Environmental Engineering (CSEE 20) (2020)
Motavalli: Iron-based shape memory alloys for civil engineering structures: An overview, Construction and building materials 63(2014), 281-293

Preface This proceeding contains the accepted papers from The 2013 2nd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE2013).
This conference series is a forum for enhancing mutual understanding between scientists, engineers, policymakers and experts in the civil, architectural and hydraulic engineering field.
This book covers the subject areas of Geological Engineering and Geotechnical Construction, Structural Engineering, Tunnel, Subway and Underground Facilities, Coastal Engineering, Bridge Engineering, Road and Railway Engineering, Seismic Engineering, Hydrology and Irrigation, Disaster Prevention and Mitigation, Traditional Construction Materials, Advanced Construction Materials, Heating, Gas Supply, Ventilation and Air Conditioning, Surveying Engineering and Measurement, Cartography and Geographic Information System, Construction Technology, Computational Mechanics, Construction Machinery and Equipment, Project Management, Project Construction Cost and Engineering Management.
The editors The 2013 2nd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2013) Conference Organization Chairman Academician Prof.

Research on waste glass concrete elasticity modulus Shilong Jia1,a, He Gong2,b, Beichuan Zhang3,c, Chaofan Zhang4,d ,Yanyan Li5,e 1School of Civil Engineering,Shenyang Jianzhu University, Shenyang, 110168, China 2School of Civil Engineering,Shenyang Jianzhu University, Shenyang, 110168, China 3School of Civil Engineering,Shenyang Jianzhu University, Shenyang, 110168, China 4School of Civil Engineering,Shenyang Jianzhu University, Shenyang, 110168, China 5Liaoning Administer College of Police and Justice , Shenyang, 110161, China a email: ioc001@163.com, b email: 516298111@qq.com, C email: 2846491929@qq.com, d email:468146324@qq.com e email:lyy_1006@163.com Key words: waste glass aggregate concrete; replacement rate; elasticity modulus.

Studies on Aseismatic Performance of a Typical Subway Tunnel with Initial Defects Caused by Construction of New Down-Through Tunnels Wei Ze SUN1, Jun Dong1, a, Yu Ping CUI2 and Fei Dong1 1 School of Civil Engineering and Traffic Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China 2 Road and Bridge Consultants Co.
Model and Related Parameters Engineering Background.
Acknowledgements This work was financially supported by Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials, BUCEA.
Akira: Structural Engineering & Earthquake Engineering, vol. 1 (2005) No.122, p.41 [3] J.B.
LIU: China Civil Engineering Journal, vol. 4 (2008) No.41, p.73.

The study on simplification of QR method for structure analysis Wenjun Pan1, 2,a, Xianguo Ye1,b 1 School of Civil Engineering, Hefei University of Technology, Hefei, 230009, China 2 Department of Civil Engineering and Architecture, Guangxi University of Technology, Liuzhou, 545006, China apwj_oushuang@163.com, byexg428@yahoo.com.cn Keywords: frame structure; structure analysis; QR method; spline-discretezation; simplified calculation Abstract.
Therefore, it has a better theoretical and practical value in engineering.
[3] W.J.Pan, X.G.Ye and L.Chang: China Civil Engineering Journal, Vol.43 (2010) S1, p.98, in Chinese
[5] R.Qin, J.J.Wang and X.M.Li: Engineering Mechanics, Vol.26 (2009), p.148, in Chinese

Majid2, b, Kamar Shah Ariffin3, c and Norazura Mohamad Bunnori1,d 1 School of Civil Engineering, Universiti Sains Malaysia, Penang, Malaysia 2 Disaster Research Nexus, School of Civil Engineering, Universiti Sains Malaysia, Penang, Malaysia 3School of Material and Mineral Resources, Universiti Sains Malaysia, Penang, Malaysia a tuc_kheen@hotmail.com, b taksiah@eng.usm.my, c kamarsha@eng.usm.my, d cenorazura@eng.usm.my Keywords: Shear wave velocity profile, Multichannel analysis of surface wave (MASW), Standard penetration resistance, Empirical correlation.
Ulusay: Bulletin of Engineering Geology and the Environment Vol. 66 (2006), p. 203-213
Dikmen: Journal of Geophysics and Engineering Vol. 6 (2009), p. 61-72
Dodagoudar: Geotechnical and Geological Engineering Vol. 28 (2009), p. 119-137
Rahmani, in: Proceedings of 4th International Conference on Civil Engineering, Tehran, Iran (1997).

Studies on the Dynamic Performance of the Continuous Rigid Frame Bridge Impacted by the Damage at Some Key Positions of the Side Piers YAO Boqiang1, a, DONG Jun1, b*, QI Zhigang1 1 Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, P.R.China ayaoboqiang@126.com, bjdongcg@bucea.edu.cn * corresponding author Keywords: continuous rigid frame bridge; consolidation damage; natural vibration properties; connection damage; damage identification Abstract: Continuous rigid frame bridge is widely used in bridge construction because of its superior characteristics.
And then Midas/Civil 2010 is adopted to analyze the structure by modelling.
Fig. 1 The cross-section of girder on pier top (unit: cm) Fig. 2 The cross-section of girder at midspan (unit: cm) For numerical analysis, the finite element simulation model of full right side bridge has been established in the software of MIDAS/CIVIL 2010.
Highway Engineering, 2008, 01:36 -38 +58

The Influence of Steel Fibers on the Dynamic Response of Self-Compacting Concrete Małgorzata PAJĄK1,a*, Tino KÜHN2,b 1Silesian University of Technology, Faculty of Civil Engineering, Department of Structural Engineering, Akademicka 5, 44-100 Gliwice, Poland 2Technische Universität Dresden, Faculty of Civil Engineering, Institut für Massivbau, D-01062 Dresden, Germany a*malgorzata.pajak@polsl.pl, btino.kuehn@tu-dresden.de Keywords: steel fibers reinforced self-compacting concrete, SHPB tests, strain rate.
Ponikiewski, The laboratory investigation on the influence of the polypropylene fibers on selected mechanical properties of hardened self-compacting concrete, Architecture Civil Engineering Environment. 3 (2015) 69-78
Zhao, Impact Response of Steel Fiber-Reinforced Concrete Using a Split Hopkinson Pressure Bar, Journal of Materials in Civil Engineering. 16 (2004) 54-59
Pająk, The influence of the strain rate on the strength of concrete taking into account the experimental techniques, Architecture Civil Engineering Environment. 3 (2011) 77-86
Part II: Numerical simulations, International Journal of Impact Engineering. 36 (2009) 1335–1345

The advanced materials and engineering materials are the basis of many emerging technologies as well as key elements in all science fields.
The great attention has also been given to application in the fields of civil engineering, sensor and manufacturing technology.
Furthermore, these fields become so large and complex that communication in engineering assumes proportions which make it important.
In the fourth ICAMEM conference, the respective sections of ' Strength of materials,' 'Surface analysis,' 'FPGA and ROM,' 'Heat treatment of metals,' 'Concrete and Civil engineering,' 'Fluid mechanics and Heat transfer,' 'Sensor and NDT,' 'Manufacturing Technology,' 'Material processing and characterization'.
Mechanical Engineering, YMCA University of Science & Technology.

Deh5,d 1Department of Civil Engineering Science, University of Johannesburg, PO BOX 524, Auckland Park, Johannesburg, South Africa 2Département de Génie Civil, Institut Supérieure des Sciences des Techniques Industrielles et Commerciales (ISTIC)/Ecole d’Ingénierie Industrielle, BP 9381, Banganté, Cameroun 3Department of Civil Engineering, ENSET, University of Douala, PO BOX 1872, Douala, Cameroon 4Department of Civil & Environmental Engineering, University of Namibia, P.O Box 3624, Ongwediva, Namibia 5Department of Civil Engineering and Forestry Techniques, HTTTC, University of Bamenda, P.O Box 39, Bambili, NWR, Cameroon a,*Corresponding author; e-mail: lejeunegautier@rocketmail.com, bgautierlejeune818@gmail.com, cgautier_bi@yahoo.fr, dgautier12@yahoo.fr Keywords: Avocado ash; Eucalyptus ash; Wood ash; Substitute; Cement; Concrete and Compressive strength Abstract.
Electronic Journal of Geotechnical Engineering, 2017 (22.06): 1791-1803
Academic Journal of Civil Engineering, 37(2), 229-237. https://doi.org/10.26168/icbbm2019.33 [7] Bikoko, T.G.L.J, Tchamba, J.C., Katte, V.Y, Amziane, S., Okonta, F.N., Tamo, T.T. (2021).
Journal of Materials and Civil Engineering 22 2011, 897-904
ASCE Journal of Materials in Civil Engineering, 605-611