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Wahyudi1, e 1Departemen of Civil Infrastructure Engineering, Institut Teknologi Sepuluh Nopember (ITS), Surabaya 60111, Indonesia 2Master Student of Departemen of Civil Engineering, Institut Teknologi Sepuluh Nopember (ITS), Surabaya 60111, Indonesia anavir.afif@gmail.com, byuyun_t@ce.its.ac.id, bytajunnisa2013@gmail.com, ckohar.yudo@gmail.com, dfghifari21@gmail.com, edickyimamwt73@gmail.com Keywords: Structural Performance, Nonlinear Time History Analysis, Deterministic Seismic Hazard Analysis, Kendeng Fault Abstract.
Acknowledgements This research was supported by Civil Infrastructure Engineering Department – Sepuluh Nopember Institute of Technology through internal department funding research program under grants no.
Lee, Introduction to Earthquake Engineering, 1st Editio.
Engineers., Minimum design loads and associated criteria for buildings and other structures : ASCE/SEI 7-16. 2017

Midas/Civil, one finite element analysis soft-ware, analyses mass concrete construction of the whole process of the temperature field and stress field in the numerical simulation, considering the admixtures and construction technology.
Establish the model with the case of actual engineering by MIDAS software.
On the experimental basis, taken the actual on-site into account, temperature field and stress field of mass concrete are simulated by finite element software MIDAS/Civil, considering the admixtures, laying of cooling water pipe, flow of water, laminated pouring, different boundary conditions.
Key Engineering Materials, 2009 [8] Shigang Guo.The arched bridge steel pipe inflates the concretes performance the research.

Alternative Additives for Improving the Functional Characteristics and Performance-Based Behavior of Asphalt Mixes in the Fine-Grained Active Filler Form VALENTOVÁ Tereza 1, a, * and VALENTIN Jan 1, b 1 Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague, Czech Republic a tereza.valentova@fsv.cvut.cz, b jan.valentin@fsv.cvut.cz Keywords: Asphalt Mixture; Limestone; Active Filler; Microfiller; Recycled Concrete; Laser Granulometry; Moisture Susceptibility.
To improve the adhesion between bitumen and aggregates and to get in general better functional characteristics of asphalt mixtures large number of available additives exists in civil engineering.
Das, Estimation of appropriate filler quantity in asphalt mix from microscopic studies, RILEM Book series 2016, volume 11, p. 49-59, Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India, doi:10.1007/978-94-017-7342-3_5

PROPERTIES OF SELF-COMPACTING CONCRETE INCORPORATING RUBBER AND EXPANDED CLAY AGGREGATES Li Ning1,a, Long Guangcheng2,b and Zhang Sisi3,c 1School of Civil Engineering, Central South University, Changsha, China 2School of Civil Engineering, Central South University, Changsha, China 3School of Civil Engineering, Central South University, Changsha, China a395416392@qq.com, bscc2005@csu.edu.cn, c543828213@qq.com Keywords: self-compacting concrete; waste rubber particles; expanded clay; workability; compressive strength; dynamic elastic modulus Abstract Self-Compacting Concrete (SCC) incorporating a blend of normal aggregate and waste rubber or expanded clay aggregate were prepared in present paper.
Procedia Engineering 14 (2011) 805–813
Procedia Engineering 51 (2013) 159 -164

A.1,c 1 Construction and Building Department; College of Engineering & Technology; Arab Academy for Science, Technology & Maritime Transport; Cairo, Egypt. 2 Civil Engineering Department; Military Technical College, Cairo, Egypt.
Journal of Structural Engineering, ASCE, Vol. 112, No. 3, pp. 573-587
Breke, (1997),"Steel Corrosion in Concrete: Fundamentals and Civil Engineering Practice," E & FN Spon, London
Breke, (1997),"Steel Corrosion in Concrete: Fundamentals and Civil Engineering Practice," E & FN Spon, London

Effect of Uncontrolled Burning Rice Husk Ash in Foamed Concrete Josef Hadipramana1 , a, Abdul Aziz Abdul Samad1,b Ahmad Mujahid Ahmad Zaidi2,c, Noridah Mohammad1,d and Fetra Venny Riza1,e 1Faculty of Civil and Environmental EngineeringUniversiti Tun Hussein Onn Malaysia Parit Raja, Batu Pahat 86400, Johor, MALAYSIA. 2Department of Mechanical Engineering, Faculty of Engineering, National Defence University of Malaysia (NDUM), Sungai Besi Camp, 57000 Kuala Lumpur, MALAYSIA ahdjosef@yahoo.com, cmujahid80s@yahoo.com, efetravenny@gmail.com Keywords: foamed concrete, rice husk ash, compressive strength, pozzolanic, amorphous Abstract.
Acknowledgments Author would like to thank the Univeristi Tun Hussein Onn (UTHM), Johor Malaysia and acknowledgment the research and staffing resources provided by the Faculty of Civil and Environmental Engineering of the Universiti Tun Hussein Onn (UTHM) Malaysia.
International Journal of Civil Engineering, 2009. 7: p. 83-91
Faculty of Engineering, Khon Kaen University, Thailand

Isya4,c, Sri Aprilia5,d, Ichvan Fadil6,e 1Doctoral Study Program of Engineering Science, Postgraduate Program, Syiah Kuala University, Banda Aceh, Indonesia 2Departement of Civil Engineering, Teuku Umar University, Meulaboh, Indonesia 3,4Department of Civil Engineering, Syiah Kuala University, Banda Aceh, Indonesia 5Department of Kimia Engineering, Syiah Kuala University, Banda Aceh, Indonesia 6Mahasiswa of Civil Engineering, Teuku Umar University, Meulaboh, Indonesia ameidia.r@mhs.unsyiah.ac.id, ameidiarefiyanni@utu.ac.id, bsofyan.saleh@usk.ac.id, cm.isya@usk.ac.id, dsri.aprillia@usk.ac.id, eichvanfadil@gmail.com *corresponding: m.isya@usk.ac.id Keywords: Optimum Asphalt Content; Conventional; Modified; Asphalt; Porous Abstracts.

Sb and Mohd Fadzil Ac Faculty of Civil Engineering, University Technology MARA (UiTM), Malaysia anorhasri@gmail.com, bhmohdsaman@yahoo.com, cfadiil2013@yahoo.com Keywords: nano material, metakaolin, nano metakaolin, nano metaclay, morphology, strength Abstract.
Last for not least, the support given by members from the Faculty of Civil Engineering UiTM Shah Alam.
[5] Hamed Nabizadeh Rafsanjani, M.K., Application of Nanotechnology in Civil Engineering.
Materials Science and Engineering A, Vol. 528, pp. 1183 – 1191, 2010
Materials Science and Engineering A, Vol. 528, pp. 756 – 763, 2010

Strength Development of Fine Grained Mortar Containing Fly Ash and Rice Husk Ash Zalipah Jamellodin1, a*, Hamidah Mohd Saman2, b, Suraya Hani Adnan3, c, Noor Shuhada Mohammad1, d and Wan Yuslinda Wan Yusof1, e 1 Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Batu Pahat, Johor Malaysia 2 Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, Selangor, Malaysia. 3 Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, Batu Pahat, Johor.
Acknowledgment The first author thanks to the technical staff of the laboratory and members of the Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia (UTHM) and Universiti Teknologi MARA (UiTM) for their support.
Wu, Influence of fly ash and its mean particle size on certain engineering properties of cement composite mortars, Cem.

- Conditions of constructive elements (including foundation, walls, partitions, floor, roofing, embrasure, finishing, sanitary engineering, etc): specific index of replacement cost of a constructive element which is related to 1 sq. m. of total floor area of flats, prescriptive service life of a constructive element till major overhaul according to [5], and deterioration.
Besides, it was noted that according to the condition of sanitary engineering, buildings were divided into three types: well-equipped, partially equipped and ill-equipped [6].
References [1] Rakovskij, V.I., Popova, O.N., The optimization of reproduction process of urban housing renewal by means of mathematical model approach application, Industrial and Civil Engineering. 10 (2012) 19-21
[8] Popova, O.N., Lukin, A.Ju., The planning of major repairs and corrective maintenance using dynamic programming methods, Industrial and Civil Engineering. 11 (2013) 32-34
[10] Simankina, T.L., Popova, O.N., The service life estimation method for the structural elements of residential buildings, Magazine of Civil Engineering. 7 (2013) 40-50