ENTREPRENEURIAL INTEREST AND MOTIVATION AMONG STUDENTS, CASE STUDY OF BEM FIS UNJ BOARD MEMBERS

Authors

  • Indra Pahala UNJ
  • Abdul Haris Fatgehipon

DOI:

https://doi.org/10.21009/JRMSI.014.2.10

Keywords:

Interest, Motivation, Entrepreneur, BEM FIS UNJ

Abstract

The research wanted to see the interest and motivation of students, UNJ BEM FIS management in entrepreneurship. Competition in the business world sector is currently getting tighter, however, with the development of information technology providing opportunities that are open to all people to become business actors, advances in the field of digital and information technology have made conventional businesses have to adapt to the digital world, this has created new business opportunities for students, students who are young and generally master the digital world, currently have many roles in business in the digital world. The research method used is descriptive quantitative, the researcher makes an objective picture by using interview data to describe the research findings. Most of the board of BEM FIS UNJ are not aware of the importance of entrepreneurship, even though they have that potential.

References

ACI Committee. (2007). ACI Education Bulletin E1-07.

Ahmed, A., Fayyadh, M. M., Naganathan, S., & Nasharuddin, K. (2012). Reinforced concrete beams with web openings: A state of the art review. Materials and Design, 40, 90–102. https://doi.org/10.1016/j.matdes.2012.03.001

Al-husainy, A. S., & Al-rifaie, A. (n.d.). Behaviour of Reinforced Concrete Beams with and Without Web Openings using Direct Displacement Based Design Behaviour of Reinforced Concrete Beams with and Without Web Openings using Direct Displacement Based Design. https://doi.org/10.1088/1742-6596/2117/1/012006

Asian Development Bank. (2016). Indonesia Country Water Assessment.

Badan Standardisasi Nasional. (2019). Persyaratan Beton Struktural Untuk Bangunan Gedung Dan Penjelasan Sebagai Revisi Dari Standar Nasional Indonesia. SNI 03-2847:2019. Badan Standarisasi Nasional, 8, 1–695.

Badan Standarisasi Nasional. (2019). Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non Gedung. In Badan Standardisasi Nasional Indonesia (Issue 8).

Bastian, M. A., Tambusay, A., Komara, I., Sutrisno, W., Irawan, D., & Suprobo, P. (2020). Enhancing the Ductility of a Reinforced Concrete Beam using Engineered Cementitious Composite. IOP Conference Series: Earth and Environmental Science, 506, 012044. https://doi.org/10.1088/1755-1315/506/1/012044

Caroline, J., Kusuma, M. N., & Komara, I. (2021). Quantitative Analysis Of Building Construction Project Management And Waste Production Strategies In Highly Urbanized Cities Of Surabaya : A Case Study Of Kalidami Street Office. Natural Volatiles & Essential Oils, 8(6), 4536–4545.

Daniel, H. R. (1967). Behavior and Design of Large Openings in Reinforced Concrete Beams. ACI Journal Proceedings, 64(1), 25–33. https://doi.org/10.14359/7540

De, Z. T., & Wallace, J. W. (2015). Seismic performance of reinforced concrete dual-system buildings designed using two different design methods Seismic performance of reinforced concrete dual-system buildings designed using two different design methods. June 2019. https://doi.org/10.1002/tal.1227

Emmons, B. P. H., & Sordyl, D. J. (1930). The State of the Concrete Repair Industry , and a Vision for its Future.

Gamage, E. K., & Remennikov, A. M. (2015). Design of holes and web openings in railway prestressed concrete sleepers.

Hassan, N. Z., Sherif, A. G., & Zamarawy, A. H. (2017). Finite element analysis of reinforced concrete beams with opening strengthened using FRP. Ain Shams Engineering Journal, 8(4), 531–537. https://doi.org/10.1016/j.asej.2015.10.011

Jones, S. L., Fry, G. T., & Engelhardt, M. D. (2002). Experimental Evaluation of Cyclically Loaded Reduced Beam Section Moment Connections. Journal of Structural Engineering, 128(4), 441–451. https://doi.org/10.1061/(asce)0733-9445(2002)128:4(441)

Kartiko, A. S., Komara, I., Septiarsilia, Y., Fitria, D. K., Istiono, H., & Pertiwi, D. (2021). Analisis Geometri Bangunan Terhadap Kinerja Seismik Menggunakan Direct Displacement Based Design Method. 04(September).

Komara, I., Tambusay, A., Sutrisno, W., & Suprobo, P. (2019). Engineered Cementitious Composite as an innovative durable material: A review. ARPN Journal of Engineering and Applied Sciences, 14(4), 822–833.

Komara, I., Tambusay, A., Sutrisno, W., Suprobo, P., & Iranata, D. (2019). The Investigation study of improving Durability Performance of Marine Infrastructure by using the Engineered Cementitious Composite. The 14th International Student Conference on Advanced Science and Technology (ICAST) 2019, 8–12. https://doi.org/10.4324/9780367853815-2

Koyama, T., Sun, Y. P., Fujinaga, T., Koyamada, H., & Ogata, F. (2008). Mechanical Properties of Concrete Beam Made of a Large Amount of Fine Fly Ash.

Lee, C. H., & Kim, J. H. (2007). Seismic design of reduced beam section steel moment connections with bolted web attachment. Journal of Constructional Steel Research, 63(4), 522–531. https://doi.org/10.1016/j.jcsr.2006.06.030

Liu, T. C. H., & Chung, K. F. (2003). Steel beams with large web openings of various shapes and sizes: Finite element investigation. Journal of Constructional Steel Research, 59(9), 1159–1176. https://doi.org/10.1016/S0143-974X(03)00030-0

Malviya, S. (2020). Behaviour of Flat Slab, Waffle Slab, Ribbed & Secondary Beam in a multistorey Building under Seismic Response: A Review. International Journal for Research in Applied Science and Engineering Technology, 8(12), 986–992. https://doi.org/10.22214/ijraset.2020.32692

Malviya, S. (2021). Comparative Study of Seismic Behaviour of Multi - Storey Buildings with Flat Slab , Waffle Slab , Ribbed Slab & Slab with Secondary Beam. XIII(3).

Mibang, D., & Choudhury, S. (2020). Performance-Based Design of Dual System. March 2021. https://doi.org/10.1007/978-981-15-4577-1

Nareswarananindya, Laksono, S. H., Ramadhani, A. N., Budianto, A., Komara, I., & Syafiarti, A. I. D. (2021). The design concept of bamboo in micro housing as a sustainable self-building material. IOP Conference Series: Materials Science and Engineering, 1010, 012026. https://doi.org/10.1088/1757-899x/1010/1/012026

Nugroho, M. B. (2013). 済無No Title No Title. Journal of Chemical Information and Modeling, 53(9), 1689–1699. https://doi.org/10.1017/CBO9781107415324.004

Oktaviani, W. N., Tambusay, A., Komara, I., Sutrisno, W., Faimun, F., & Suprobo, P. (2020). Flexural Behaviour of a Reinforced Concrete Beam Blended with Fly ash as Supplementary Material. IOP Conference Series: Earth and Environmental Science, 506, 012042. https://doi.org/10.1088/1755-1315/506/1/012042

Proctor, B. A., Oakley, D. R., & Litherland, K. L. (1982). Developments in the assessment and performance of grc over 10 years. Composites, 13(2), 173–179. https://doi.org/10.1016/0010-4361(82)90056-8

Riyadh, M., Hussein, A., & Al-ahmed, A. (2020). Shear strength of reinforced concrete deep beams with large openings strengthened by external prestressed strands. Structures, 28(May), 1060–1076. https://doi.org/10.1016/j.istruc.2020.09.052

Sap, F. (2009a). Concrete Frame Design Manual AS 3600-2001. April.

Sap, F. (2009b). Concrete Frame Eurocode 2-2004. April.

Silva, M. A. L., Gamage, J. C. P. H., & Fawzia, S. (2019). Case Studies in Construction Materials Performance of slab-column connections of fl at slabs strengthened with carbon fi ber reinforced polymers. Case Studies in Construction Materials, 11, e00275. https://doi.org/10.1016/j.cscm.2019.e00275

Singh, M., Saini, B., & Chalak, H. D. (2019). Performance and composition analysis of engineered cementitious composite (ECC) – A review. Journal of Building Engineering, 26(February), 100851. https://doi.org/10.1016/j.jobe.2019.100851

Syarif, H. A., & Djauhari, Z. (2019). Respon Struktur Sistem Flat Slab-Drop Panel Pada Gedung Bertingkat Tak Beraturan Terhadap Beban Gempa dengan Analisis Respon Spektrum. Aplikasi Teknologi (APTEK), 11(2), 97–104.

Tambusay, A., Suprobo, P., Faimun, & Amiruddin, A. (2017). Finite element analysis on the behavior of slab-column connections using PVA-ECC material. In Jurnal Teknologi (Vol. 79, Issue 5). https://doi.org/10.11113/jt.v79.5380

Tan, K. H., & Mansur, M. A. (1996). Design procedure for reinforced concrete beams with large web openings. ACI Structural Journal, 93(4), 404–411. https://doi.org/10.14359/9699

Tan, K. H., Mansur, M. A., & Wei, W. (2001). Design of reinforced concrete beams with circular openings. ACI Structural Journal, 98(3), 407–415. https://doi.org/10.14359/10229

Tilva, V. k, Vyas, B. ., & Thaker, P. (2011). Cost Comparison Between Flat Slabs with Drop and without Drop in Four Storey Lateral Load Resisting Building. Journal National Conference on Recent Trends in Engineering & Technology, 1(May), 1–5.

Topkaya, C., & Atasoy, M. (2009). Lateral stiffness of steel plate shear wall systems. Thin-Walled Structures, 47(8–9), 827–835. https://doi.org/10.1016/j.tws.2009.03.006

Torunbalci, N. (2002). Behaviour and design of large rectangular openings in reinforced concrete beams. Architectural Science Review, 45(2), 91–96. https://doi.org/10.1080/00038628.2002.9697497

Yoo, T. M. (2011). Strength and Behaviour of High Strength Concrete Deep Beam with Web Openings (Issue February).

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Published

2023-09-01

How to Cite

Pahala, I., & Fatgehipon, A. H. (2023). ENTREPRENEURIAL INTEREST AND MOTIVATION AMONG STUDENTS, CASE STUDY OF BEM FIS UNJ BOARD MEMBERS. JRMSI - Jurnal Riset Manajemen Sains Indonesia, 14(02), 115–120. https://doi.org/10.21009/JRMSI.014.2.10