ISSN : 2319 - 6386ISSN : 2319 - 6386Website: www.ijisme.orgWebsite: www.ijisme.org

n E r e n g d o i n M e e rd i n n ga e c n e i c S e v i t a v o n n I f o I l n a t e n r r n u a o tJ o i l n a

Exploring Innovation

www.ijisme.org

IjISMEIjISME

Volume-5 Issue-2, FEBRUARY 2018Volume-5 Issue-2, FEBRUARY 2018

Published by: Blue Eyes Intelligence Engineering and Sciences Publication Pvt.

EXPLORING INNOVA

TION

Editor-In-Chief Chair Dr. Shiv Kumar

Ph.D. (CSE), M.Tech. (IT, Honors), B.Tech. (IT), Senior Member of IEEE

Professor, Department of Computer Science & Engineering, Lakshmi Narain College of Technology Excellence (LNCTE), Bhopal

(M.P.), India

Associated Editor-In-Chief Chair Dr. Dinesh Varshney

Professor, School of Physics, Devi Ahilya University, Indore (M.P.), India

Associated Editor-In-Chief Members Dr. Hai Shanker Hota

Ph.D. (CSE), MCA, MSc (Mathematics)

Professor & Head, Department of CS, Bilaspur University, Bilaspur (C.G.), India

Dr. Gamal Abd El-Nasser Ahmed Mohamed Said

Ph.D(CSE), MS(CSE), BSc(EE)

Department of Computer and Information Technology, Port Training Institute, Arab Academy for Science, Technology and Maritime

Transport, Egypt

Dr. Mayank Singh

PDF (Purs), Ph.D(CSE), ME(Software Engineering), BE(CSE), SMACM, MIEEE, LMCSI, SMIACSIT

Department of Electrical, Electronic and Computer Engineering, School of Engineering, Howard College, University of KwaZulu-

Natal, Durban, South Africa.

Scientific Editors Prof. (Dr.) Hamid Saremi

Vice Chancellor of Islamic Azad University of Iran, Quchan Branch, Quchan-Iran.

Dr. Moinuddin Sarker

Vice President of Research & Development, Head of Science Team, Natural State Research, Inc., 37 Brown House Road (2nd Floor)

Stamford, USA.

Dr. Shanmugha Priya. Pon

Principal, Department of Commerce and Management, St. Joseph College of Management and Finance, Makambako, Tanzania, East

Africa, Tanzania

Dr. Veronica Mc Gowan

Associate Professor, Department of Computer and Business Information Systems,Delaware Valley College, Doylestown, PA, Allman,

China.

Dr. Fadiya Samson Oluwaseun

Assistant Professor, Girne American University, as a Lecturer & International Admission Officer (African Region) Girne, Northern

Cyprus, Turkey.

Dr. Robert Brian Smith

International Development Assistance Consultant, Department of AEC Consultants Pty Ltd, AEC Consultants Pty Ltd, Macquarie

Centre, North Ryde, New South Wales, Australia

Dr. Durgesh Mishra

Professor & Dean (R&D), Acropolis Institute of Technology, Indore (M.P.), India

Executive Editor Chair Dr. Deepak Garg

Professor & Head, Department of Computer Science And Engineering, Bennett University, Times Group, Greater Noida (UP), India

Executive Editor Members Dr. Vahid Nourani

Professor, Faculty of Civil Engineering, University of Tabriz, Iran.

Dr. Saber Mohamed Abd-Allah

Associate Professor, Department of Biochemistry, Shanghai Institute of Biochemistry and Cell Biology, Shanghai, China.

Dr. Xiaoguang Yue

Associate Professor, Department of Computer and Information, Southwest Forestry University, Kunming (Yunnan), China.

Dr. Labib Francis Gergis Rofaiel

Associate Professor, Department of Digital Communications and Electronics, Misr Academy for Engineering and Technology,

Mansoura, Egypt.

Dr. Hugo A.F.A. Santos

ICES, Institute for Computational Engineering and Sciences, The University of Texas, Austin, USA.

Dr. Sunandan Bhunia

Associate Professor & Head, Department of Electronics & Communication Engineering, Haldia Institute of Technology, Haldia

(Bengal), India.

Dr. Awatif Mohammed Ali Elsiddieg

Assistant Professor, Department of Mathematics, Faculty of Science and Humatarian Studies, Elnielain University, Khartoum Sudan,

Saudi Arabia.

Technical Program Committee Chair Dr. Mohd. Nazri Ismail

Associate Professor, Department of System and Networking, University of Kuala (UniKL), Kuala Lumpur, Malaysia.

Technical Program Committee Members Dr. Haw Su Cheng

Faculty of Information Technology, Multimedia University (MMU), Jalan Multimedia (Cyberjaya), Malaysia.

Dr. Hasan. A. M Al Dabbas

Chairperson, Vice Dean Faculty of Engineering, Department of Mechanical Engineering, Philadelphia University, Amman, Jordan.

Dr. Gabil Adilov

Professor, Department of Mathematics, Akdeniz University, Konyaaltı/Antalya, Turkey.

Dr. Ch.V. Raghavendran

Professor, Department of Computer Science & Engineering, Ideal College of Arts and Sciences Kakinada (Andhra Pradesh), India.

Dr. Thanhtrung Dang

Associate Professor & Vice-Dean, Department of Vehicle and Energy Engineeering, HCMC University of Technology and Education,

Hochiminh, Vietnam.

Dr. Wilson Udo Udofia

Associate Professor, Department of Technical Education, State College of Education, Afaha Nsit, Akwa Ibom, Nigeria.

Convener Chair Mr. Jitendra Kumar Sen

Blue Eyes Intelligence Engineering & Sciences Publication Pvt. Ltd., Bhopal(M.P.), India

Editorial Chair Dr. Sameh Ghanem Salem Zaghloul

Department of Radar, Military Technical College, Cairo Governorate, Egypt.

Editorial Members Dr. Uma Shanker

Professor, Department of Mathematics, Muzafferpur Institute of Technology, Muzafferpur(Bihar), India

Dr. Rama Shanker

Professor & Head, Department of Statistics, Eritrea Institute of Technology, Asmara, Eritrea

Dr. Vinita Kumar

Department of Physics, Dr. D. Ram D A V Public School, Danapur, Patna(Bihar), India

Dr. Brijesh Singh

Senior Yoga Expert and Head, Department of Yoga, Samutakarsha Academy of Yoga, Music & Holistic Living, Prahladnagar,

Ahmedabad (Gujarat), India.

Dr. J. Gladson Maria Britto

Professor, Department of Computer Science & Engineering, Malla Reddy College of Engineering, Secunderabad (Telangana), India.

Dr. Sunil Tekale

Professor, Dean Academics, Department of Computer Science & Engineering, Malla Reddy College of Engineering, Secunderabad

(Telangana), India.

S.

No

Volume-5 Issue-2, February 2018, ISSN: 2319–6386 (Online)

Published By: Blue Eyes Intelligence Engineering & Sciences Publication Pvt. Ltd.

Page No.

1.

Authors: Gaoussou Cissé, Nyomboi Timothy, James Wambua Kaluli, Taleb Omar

Paper Title: Effect of Limestone Filler and Waste Ceramic Tile Aggregates on the Workability of Self-Compacting

Concrete

Abstract: During the period between 1990 to 2017, self-compacting concrete (SCC) has been developed to reduce

workmanship errors and improve the durability of the concrete. Despite many benefits of the self-compacting

concrete, its cost still remains high, due to the high proportion of the cement required. To mitigate this issue many

researchers urged the use of mineral additions as partial replacement of the cement. On the other hand, the

management of the solid waste is a global concern in every country nowadays. The fact that there currently lacks a

universally acceptable strategy for recycling ceramic waste is significant. The physical and chemical properties of

the waste ceramic make it suitable for the concrete production. This study assessed the effect of partial

replacement of the cement the limestone filler (LF) at 0%, 10%, 15%, 20%, and 25% and replacement of the

natural coarse aggregate with the waste ceramic tiles aggregates (WCTA) at 25%, 50%, 75%, and 100% within the

validity range of self-compacting concrete properties at the fresh state. Sika Viscocrete 3088 was used to assess the

saturation dosage of the superplasticizer. The flowability, viscosity, passing ability and resistance to segregation of

self-compacting concrete containing the limestone filler and waste ceramic tile aggregates were assessed. The

results showed that the saturation dosage of the superplasticizer Sika Viscocrete 3088 is 0.07% in solid content.

Furthermore, high proportion of waste ceramic tile aggregates (75%) with optimum percentage of limestone filler

(20%) satisfy the properties of SCC in the fresh state.

Keywords: Limestone Filler, Self-Compacting Concrete, Superplasticizer, Waste Ceramic Tile Aggregates,

Workability.

References: 1. Belaidi and A. Brixi, “Etude de l’influence des additions et des adjuvants sur les propriétés aux états frais et durci des bétons,” Tlemcen,

Algeria, 2014, p. 139. 2. R. M. Krachaï, M. A. Bouabdallah, H. A. Belhadi and K. Hamou, “Influence de la Pouzzolane de Béni-Saf sur les performances

mécaniques des bétons autoplaçants,” 1st International conference on Sustainable Built Environment Infrastructures in Developing

Countries ENSET, Oran, Algeria, 2009. 3. SNBPE, “NF EN 206/CN,” Paris, 2015, p. 24.

4. O. Taleb, F. Ghomari, M. A. Boukli-Hacene, E. Kadri and H. Soualhi, “Formulation and Rheology of Eco-Self-Compacting Concrete

(Eco-SCC),” Journal of Adhesion Science and Technology, vol. 31, no. 3, 2016, pp. 272-296. 5. M. Daniyal and S. Ahmad, “Application of Waste Ceramic Tile Aggregates in Concrete,” International Journal of Innovation Research in

Science, Engineering and Technology, vol. 4, no. 12, 2015, pp. 12808-12815.

6. J. M. Portier, “Les évolutions normatives et la nouvelle norme NF EN 206/CN,” Paris, 2014, p. 23. 7. Laboratoire Centrale des Ponts et Chaussées (LCPC), “Essai de compacité des fractions granulaires à la table à secousses,” Paris, 2014, p.

13.

1-8

2.

Authors: Rishath Sabrin, Mohammad Al Amin Siddique

Paper Title: Evaluation of Seismic Behavior of RC Frame Retrofitted with Different Configuration of FRP

Abstract: For the requirement/need of retrofitting, in recent years, Fiber Reinforced Polymers (FRP) become

engineer’s choice to increase strength and ductility of reinforced concrete (RC) beams, columns and beam-column

joints because of its’ light weight, higher strength, and ease of applications to the existing members. To attain

better performance, better configuration of retrofitting should be selected. In this paper, nonlinear static pushover

analysis has been carried out with the commercial software ETABS v.9.6.0 to investigate seismic performance

criteria i.e. ductility, over-strength, response modification factor of moment resisting RC frames retrofitted with

different level of FRP additions and compared with the bare frame. From the analyses in general, both the load

carrying capacity and displacement at failure is enhanced. In comparison to the bare frame, inter-story drift index

at any floor level of the retrofitted frame is decreased for the same level of base shear capacity. Proper retrofitting

scheme can be adopted from the analysis as per the requirement criteria of the project/design engineer.

Keywords: Fiber Reinforced Polymer (FRP), Pushover analysis, Response Modification Factor, Retrofitting

References: 1. H. Choi, J. West & K. Soudki, “Analysis of the flexural behavoir of partially bonded FRP strengthened concrete beam”, Journal of

Composites for Construction, vol. 12(4), 2008, pp. 375-386. 2. J. Martin & A. Lamanna, “The performance of mechanically fastened FRP strengthened concrete beams in flexure”, Journal of

Composites for Construction (ASCE), vol. 12(3), 2008, pp. 257-265.

3. K. Abdelrahman, & R. El-Hacha, “Behavior of Large-Scale Concrete Columns Wrapped with CFRP and SFRP Sheets”, Journal of Composites for Construction, vol. 16(4), 2012, pp. 430-439.

4. H. Sezen, “Repair and strengthening of reinforced concrete beam-column joints with fiber-reinforced polymer composites”, Journal of

Composites for Construction, vol. 16(5), 2012, pp. 499–506. 5. K. Gajdosova, & J. Bilcik, “Full-scale testing of CFRP-strengthened slender reinforced concrete columns”, Journal of Composites for

Construction, vol. 17(2), 2013, pp. 239-248.

6. M. Alferjani, A. A. Samad, B. S Elrawaff, N. Mohamad, M. Hilton, & A. A. Saiah, “Use of Carbon Fiber Reinforced Polymer laminate for strengthening reinforced concrete beams in shear”, International Refereed Journal of Engineering and Science (IRJES), vol. 2(2),

2013, pp. 45-53.

9-15

7. IBC-2006. 2006, International Code Council, International Building Code, Falls Church, VA. 8. Federal Emergency Management Agency (FEMA). 2000, Prestandard and commentary for the seismic rehabilitation of buildings. FEMA

356, Washington (DC).

9. ATC-40. Seismic evaluation and retrofit of concrete building. Applied Technology Council, Redwood City, 1996. 10. Federal Emergency Management Agency (FEMA). 2005, Improvement of nonlinear static seismic analysis procedures. Washington (DC):

FEMA 440.

11. BNBC-93. Bangladesh National Building Code, Housing & Building Research Institute and Bangladesh Standards & Testing Institution, Dhaka, Bangladesh, 1993.

12. ACI-318. Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary. Farmington Hills, MI: American

Concrete Institute, 2002. 13. R. Park & R. Dai, “Ductility of doubly reinforced concrete beam section”, ACI Structural Journal, vol. 85(2), 1988, pp. 217-225.

14. Maghsoudi, A. & Sharifi, Y. “Ductility of high strength concrete heavily steel reinforced members”, Transaction A: Civil Engineering,

vol. 16(4), 2009, pp. 297-307. 15. M. Inel, & H. B. Ozmen, “Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings”, Engineering

Structures, vol. 28(11), 2006, pp. 1494-1502.

16. K. Golghate, V. Baradiya, & A. Sharma, “Pushover analysis of 4 storey's reinforced concrete building”, International Journal of Latest Trends in Engineering and Technology (IJLTET),2(3), 2013, pp. 80-84.

17. D. Kent, & R. Park, “Flexural members with confined concrete”, Journal of the Structral Division, Proc. of the American Society of Civil

Engineers, vol. 97(ST7), 1971, pp. 1969-1990. 18. R. Sabrin, M. A. A. Siddique, M. K. Sohel, “Seismic assessment of existing RC frames by pushover analysis (submitted for publication)”,

Asian Journal of Civil Engineering, submitted for publication.

19. Federal Emergency Management Agency (FEMA). NEHRP provisions for the seismic rehabilitation of building. FEMA 273 and 274,

Washington (DC), 1997.