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The issue of hot water demand in civil buildings gets much more attention in solar industry.
Now, in solar-rich regions, it is convenient to install solar water heaters on civil buildings not more than seven floors.
Through effort cooperation of solar heater equipment supplier, real estate developer and government, solar water heating system has been able to combine with new-built civil buildings perfectly.
This supplies very valuable experience on extending SWHIMA application in civil buildings.
The following two schemes are the main SWHIMA application forms in civil buildings.

Investigating the Effect of Utilizing a Sustainable Stabilizer as a Partial Replacement of Cement on Soil Compressibility and Permeability Ahmed Raad Al-Adhadh1,2,a*, Nik Norsyahariati Nik Daud1,b*, Badronnisa Yusuf1,c, Alaa Hussein Al-Rkaby3,d 1Department of Civil Engineering, Universiti Putra Malaysia, 43400 UPM, Serdang, Selangor, Malaysia 2Department of Civil Engineering, Al-Muthanna University, Al-Muthanna, Iraq 3Department of Civil Engineering, Thi Qar University, Thi Qar, Iraq aahmad_al_iraqi2000@mu.edu.iq, bniknor@upm.edu.my, cnisa@upm.edu.my, dalaa.al-rakaby@utq.edu.iq Keywords: consolidation, falling head permeability, silica, alumina, cement, calcined shale Abstract.
The physical and engineering properties of the soils.
Effects of cement and lime treatment on geotechnical properties of a low plasticity clay. in International conference on civil engineering architecture & urban sustainable development. 2013
Geotechnical and Geological Engineering, 2020. 38(5): p. 5341-5353
Journal of rock mechanics and geotechnical engineering, 2019. 11(2): p. 337-348

Period Formula for Reinforced Concrete Buildings with Infill Walls Arijit Banik1, a *, Lipika Halder2, b 1Assistant Professor, Department of Civil Engineering, Tripura Institute of Technology Agartala, India, 799009 2Assistant Professor, Department of Civil Engineering, National Institute of Technology Agartala, India, 799046 aarijit.banik07@gmail.com, berlhalder@yahoo.co.in Keywords: Fundamental time period, Bare Frame building, Infill, Modal analysis, Regression analysis, Period Formula Abstract.
[4] ASCE (2006), Minimum Design Loads for Buildings and other Structures (ASCE/SEI 7-05) American society of Civil Engineers Reston, Virginia [5] M.
Journal of structural engineering.Vol-I (2011) 52-61
[8] ASCE (2007), Seismic Rehabilitation of Existing Buildings (ASCE/SEI 41-06), American society of Civil Engineers Reston, Virginia
Engineering Failure Analysis.33 (2013) 97-118 [10] A.K.

Elasto-Plastic Analysis of Concrete-Filled Circular Steel Tubular Stub Columns after Exposed to High Temperatures Faxing Ding 1, a, Zhiwu Yu 2,b and Jinping Ou 3,c 1 School of Civil Engineering and Architecture, Central South University, Changsha, 410075,China; School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090,China 2 School of Civil Engineering and Architecture, Central South University, Changsha, 410075,China 3 School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090,China a dinfaxin@mail.csu.edu.cn, bzhwyu@mail.csu.edu.cn, coujinping@hit.edu.cn Keywords: concrete-filled steel tubular column, stress-strain relationship, elasto-plastic analysis, high temperature Abstract: Based on the research achievements of the mechanical properties of concrete at uniaxial compression and steel at uniaxial tension after exposed to high temperatures, the axisymmetric- triaxial-compressive stress-strain relationships of concrete
Journal of Fire Protection Engineering, Vol. 2, No. 4, (1990), p. 111-126
Journal of Structural Engineering, Vol. 129, No. 3, (2003), p. 346-356
Journal of Structural Engineering, Vol. 129, No. 1, (2003), p. 68-78
Engineering Mechanics, Vol. 22, No. 1, (2005), p. 173-181.

Integrated CAD System for Bridges Based on BrIM Xiaoqun Luo 1, a, Zhongquan Wang 1,2,b and Jie Wu1,c 1 College of civil engineering, Tongji University, Shanghai RPC 200092 2Shanghai Tonglei Civil Eng.
The solution of BrIM is realized by developing CAD softwares for bridge engineering.
Robinson [2] discussed the state-of-the-art of BIM from the view of structural engineering.
Conslusions It is creative that building a unified bridge information model and sharing it in the whole lifecycle of bride engineering.
Cheng: Construction technology, 37(2), 5-8 (2008) in Chinese [6] Shanghai Tonglei Civil Eng.

Journal of Structural Engineering,1987, 113 (5) : 106321078 [3].
Sydney Australia: School of Civil and Mining Engineering University of Sydney , 1986
Journal of Structural Engineering, ASCE, 1992 , 118 : 1786-1803
ENGINEERING MECHANICS,2008,25(4):65-69
Journal of Zhejiang University ( Engineering Science), 2008,42(9):1494-1501

Analysis of Curing Agent on the Strength of Lightweight Soil Using Recycled Sludge Guocai Wang1,a, Linchun Yu1, b and Ling Sha2,c 1Department of Civil Engineering, Zhejiang University of Technology, Hangzhou, 310032, China 2Department of Civil Engineering, Zhejiang College of Construction, Hangzhou 311231, China awgc@zjut.edu.cn, b702039135@qq.com, ccongcong99225@126.com Keywords: EPS mixed lightweight soil; optimum proportion; unconfined compressive strength; SEM test Abstract.
How to use engineering discarded soil and silt and to make it meet the requirements of engineering soil, has become a popular and urgent issue.
Its research and development can not only reduce environmental pollution, but also can make the project discarded soil and canal silt be converted into a renewable civil resource and reused again.
Journal of Geotechnical Engineering, 2010, 32(8): 1179-1183 [3] Zhang Xiaoping, Si Bin, Lu Xiancai.
Chinese Journal of Geotechnical Engineering. 2003, 25(6): 761-763

Definition of strain amplitude for cyclic model to simulate actual damping of soils under irregular loadings Fangcheng, Liu 1, a, Jun, Yang2,b and Wei, Zhang2,c 1 College of Civil Engineering, Hunan University of Technology, Zhuzhou, Hunan, China 2 Department of Civil Engineering, The University of Hong Kong, Hong Kong S.
Soil Dynamics and Earthquake Engineering , 17, 227-238
Soil Dynamics and Earthquake Engineering, 21, 661-669
Soil Dynamics and Earthquake Engineering, 23, 535-548
China Civil Engineering Journal, 40(3), 74-82.

Study on Characteristic Optimization of Shearing Viscoelastic Damp Chunxia Zhang1, a, Tao Lan2,b , Yu Wang3,c 1Department of civil engineering, Tsinghua University, China 2CSIC Architecture design & research institute Co.
Viscoelastic damp is a velocity-based damp and pioneered in civil engineering in the1950s.
As the development of new material and new technology in engineering, viscoelastic damp has increasingly variety and application.
Reference [1] R.C.Lin, Z.Liang, T.T.Soong and R.H.Zhang: An Experimental Study of Seismic Structural Response with Added Viscoelastic Dampers. 11th World Conference on Earthquake Engineering.1996 [2] Paolo Castaldo: Dynamic Response of Systems Equipped with Viscous and Viscoelastic Dampers.( Springer International Publishing, Switzerland 2014) [3] Soong, T.T., Constantinou, M.C.: Passive and Active Structural Vibration Control in Civil Engineering.
Earthquake Engineering & Engineering Vibration.

Influence of Rice Husk Ash Fines on Geotechnical Properties of Lime Stabilized Lateritic Soil Ayodele, Folahan Okeola1,a, Alo, Benjamin Ayowole2,b* and Adetoro, Adeyemi Ezekiel3,c 1Department of Civil Engineering, The Federal Polytechnic Ado, Ekiti State, Nigeria 2Department of Civil Engineering, Ekiti State University Ado, Ekiti State, Nigeria 3Department of Civil Engineering, The Federal Polytechnic Ado, Ekiti State, Nigeria aayodele_fo@fedpolyado.edu.ng, bbenjamin.alo@esku.edu.ng, cyemmieadyt@yahoo.com Keywords: ash size, compaction, lime stabilization, plasticity, rice husk ash Abstract.
Acknowledgments The authors are grateful to the Departments of Civil Engineering of the Federal Polytechnic Ado -Ekiti and the Ekiti State University, Ado - Ekiti, Ekiti State, Nigeria.
Methods of test for soils for civil engineering practices: British Standard Institution: London, UK, (1990) [30] BS 1377, Part 2: Compaction - related tests.
Methods of test for soils for civil engineering practices, British Standard Institution: London, UK, (1990)
Pushpakumara, Potential use of rice husk ash with lime as a soil stabilizer in geotechnical applications, in 6th International Symposium on Advances in Civil and Environmental Engineering Practices for Sustainable Development, (2018), 20 - 27