IJAERT Volume 5 Issue 3, March 2017

S.No. Title Page No.
1. DESIGN AND ANALYSIS OF DIESEL GENERATOR WITH BATTERY STORAGE FOR MICROGRID SYSTEM
Alias Khamis, Mohd Shahrieel Mohd Aras, Hairol Nizam Mohd Shah, Mohd Zamzuri Ab. Rashid, Mohd Khairi Mohd Zambri, Azhar Ahmad, Mohd Akmal Hakim Nor Rahim Faculty of Electrical Engineering, Universiti Teknikal Malaysia Melaka
26-32
2. THE MODEL ANALYSIS PHOTOVOLTAIC WITH BATTERY BASED MICROGRID SYSTEM
Alias Khamis, Mohd Shahrieel Mohd Aras, Hairol Nizam Mohd Shah, Mohd Zamzuri Ab. Rashid, Azhar Azhmad, Mohd Khairi Mohd Zambri, Azrul Affandi J Azhari
Faculty of Electrical Engineering, Universiti Teknikal Malaysia Melaka
33-39
3. ANALYSIS OF WIND WITH BATTERY CONNECTED TO MICROGRID SYSTEM
Alias Khamis, Mohd Shahrieel Mohd Aras, Mohd Khairi Mohd Zambri, Hairol Nizam Mohd Shah, Mohd Zamzuri Ab. Rashid, Azhar Ahmad, Azri Jaafar
Faculty of Electrical Engineering, Universiti Teknikal Malaysia Melaka
40-45
4. COPLANAR WAVEGUIDE FED MONOPOLE ANTENNA WITH DUAL BAND NOTCHED FOR ULTRA WIDE BAND APPLICATIONS
Zahoor Ul Nazir
School of Electronics Engineering,
VIT University, Chennai
46-51
5. ULTRA WIDE BAND SMALL MONOPOLE ANTENNA FOR CYLINDRICAL LOOP IMAGING SYSTEM
Zahoor Ul Nazir
School of Electronics Engineering,
VIT University, Chennai
52-59
6. DUAL BAND NOTCHED MONOPOLE ANTENNA FOR UWB APPLICATIONS
Zahoor Ul Nazir
School of Electronics Engineering,
VIT University, Chennai
60-65
7. TRUST BASED DATA SECURITY AND SECURE ANONYMOUS ROUTING FOR MANETS
R Vinothini, A Shalini Infanta, Prof. Misiriya Shahul Hameed
Department of Computer Science and Engineering,
Loyola-ICAM College of Engineering and Technology, Nungambakkam, Tamilnadu, India
66-72
8. COMPUTERIZING THE STUDENT ID USING RASPBERRY PI WITH WI-FI TECHNOLOGY
B .R. Sathish, R. M. Depika, S. Lavanya, Hannah Andrew
Department of Computer Science and Engineering,
Loyola-ICAM College of Engineering and Technology, Chennai, India
73-78
9. LEASH AND UNLEASH FOR ROADSTER BY ANDROID VIA BLUETOOTH
Evelin F Justus, Saron Saji R, Janani J
Department of Computer Science and Engineering,
Loyola-ICAM College of Engineering and Technology, Nungambakkam, TamilNadu, India
79-83
10. COMPARATIVE COST ANALYSIS BETWEEN ASPHALT PAVEMENT AND CONCRETE PAVEMENT IN ROAD CONSTRUCTION (A Case study of Comparative Cost analysis between asphalt pavement and Concrete grade 30 pavement in Road Construction.)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
84-97
11. COMPARATIVE COST ANALYSIS BETWEEN RIGID PAVEMENT AND FLEXIBLE PAVEMENT IN ROAD CONSTRUCTION (A Case study of Comparative Cost analysis between asphalt pavement and Concrete grade 40 pavement in Road Construction.)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
98-111
12. ECONOMIC ANALYSIS OF FLEXIBLE PAVEMENT IN ROAD CONSTRUCTION
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
112-119
13. ECONOMIC APPRAISAL OF CONCRETE PAVEMENT IN ROAD CONSTRUCTION.(A Case study of using Concrete Grade 30 as a pavement material)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
120-128
14. ECONOMIC APPRAISAL OF RIGID PAVEMENT IN ROAD CONSTRUCTION (A Case Study of Investment appraisal of concrete grade 40 as a pavement material)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
129-137
15. INVESTMENT APPRAISAL OF RIGID PAVEMENT IN ROAD CONSTRUCTION (A Case Study of Investment appraisal of concrete grade 35 as a pavement material)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
138-146
16. CUBIC COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 35 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
147-151
17. EMPIRICAL COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 35 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
152-158
18. LINEAR COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 35 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
159-163
19. SUPERFICIAL COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 35 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
164-168
20. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 60mm Thick)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
169-173
21. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 75mm Thick)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
174-178
22. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 100mm Thick)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
179-183
23. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 140mm THICK)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
184-188
24. SUPERFICIAL COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 25mm)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
189-193
25. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 80mm Thick)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
194-198
26. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 90mm Thick)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
199-203
27. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 125mm THICK)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
204-208
28. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 130mm THICK)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
209-213
29. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 150mm THICK)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
214-218
30. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 30mm)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
219-223
31. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS
(A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 50mm)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
224-228
32. SUPERFICIAL COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 50mm)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
229-233
33. SUPERFICIAL COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 30mm)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
234-238
34. SUPERFICIAL COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 35mm)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
239-243
35. CUBIC COST MODEL FOR FLEXIBLE PAVEMENT
(A CASE STUDY OF USING ASPHALT AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
244-247
36. EMPIRICAL COST MODEL FOR FLEXIBLE PAVEMENT (A CASE STUDY OF USING ASPHALT AS A PAVEMENT MATERIAL)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
248-253
37. LINEAR COST MODEL FOR FLEXIBLE PAVEMENT
(A CASE STUDY OF USING ASPHALT AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
254-257
38. SUPERFICIAL COST MODEL FOR FLEXIBLE PAVEMENT (A CASE STUDY OF USING ASPHALT AS A PAVEMENT MATERIAL)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
258-261
39. CUBIC COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 30 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
262-266
40. EMPIRICAL COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 30 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
267-273
41. LINEAR COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 30 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
274-278
42. SUPERFICIAL COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 30 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
279-283
43. CUBIC COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 40 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
284-288
44. EMPIRICAL COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 40 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
289-294
45. LINEAR COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 40 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
295-299
46. SUPERFICIAL COST MODEL FOR RIGID PAVEMENT
(A CASE STUDY OF USING CONCRETE GRADE 40 AS A PAVEMENT MATERIAL)

Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
300-304
47. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 85mm Thick)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
305-309
48. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 95mm Thick)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
310-314
49. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 120mm THICK)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
315-319
50. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 135mm THICK)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
320-324
51. LINEAR COST MODEL FOR COMPOSITE PAVEMENTS (A CASE STUDY OF CONCRETE GRADE 30 BASE AND ASPHALT OVERLAY 160mm THICK)
Michael A.A. Okae Adow, Boris K. Sasraku-Neequaye, Seth Emmanuel Allotey
Department of Building Technology,
Accra Polytechnic, Accra
325-329