• Tidak ada hasil yang ditemukan

GSM Kompoun karet alam

4.7. Alur Penelitian

32 4.8. Organisasi Tim

Tabel 4. Tanggunjawab tim peneliti

No Nama dan NIP Jabatan dalam Tim, Alokasi Waktu (jam/minggu) Rincian tugas dalam Penelitian 1 Prof. Tavio, M.Eng., PhD.

NIP: 197203271997021001 Ketua Tim Peneliti, 16 jam/minggu

Koordinator & penanggungjawab umum penelitian, kajian teori dan pustaka, review instrumen penelitian, penyusunan laporan penelitian.

2 Windiani, S.Sos., M.Si.

NIP: 197105131998022001 Anggota Tim(1); 8 jam / minggu Bertanggungjawab terhadap kegiatan administrasi, anggaran biaya dan laporan biaya penelitian.

3 Sandy I. Yansiku, ST., M.Eng.

NRPM: 03111960010001 Anggota Tim(2); 12 jam / minggu Bertanggungjawab terhadap seluruh kegiatan operasional penelitian, pelaporan dan penyusunan publikasi

4 Lienggar Rahadiantino, SE., M.Sc.

NIP: 19920191209 Anggota Tim(3); 8 jam / minggu menyusun pelaporan penelitian dan publikasi hasil penelitian

33

BAB 5. JADWAL

Tabel 5. Jadwal penelitian No Kegiatan & ruang

lingkup penelitian Mar Apr Mei Jun Jul Agu Sep Okt Nop Des

1 Kontrak penelitian

2 Pengadaan material dan persiapan sampel uji

3 Uji laboratorium

4 Penulisan laporan kemajuan penelitian

5 Laporan kemajuan dan Monev I (70%)

6 Desain dan simulasi FEM

7 Analisis dan diskusi hasil penelitian

8 Penulisan laporan akhir

9 Penulisan artikel dan publikasi

10 Laporan akhir

34

BAB 6. DAFTAR PUSTAKA

Ahmadipour, M., & Alam, M. S. (2015). Effect of number of rubber layers, core radius and lead type on lead-core rubber bearings’ performance. The 11th Canadian Conference on Earthquake Engineering (11CCEE), April 2016.

Angeli, P., Russo, G., & Paschini, A. (2013). Carbon fiber-reinforced rectangular isolators with compressible elastomer: Analytical solution for compression and bending. International Journal of Solids and Structures, 50(22–23), 3519–3527.

https://doi.org/10.1016/j.ijsolstr.2013.06.016

Bijarimi, M., Zulkafli, H., & Beg, M. D. H. (2010). Mechanical properties of industrial tyre rubber compounds. In Journal of Applied Sciences (Vol. 10, Issue 13, pp. 1345–1348). https://doi.org/10.3923/jas.2010.1345.1348

Buckle, I., Nagarajaiah, S., & Ferrell, K. (2002). Stability of Elastomeric Isolation Bearings: Experimental Study. 2(January), 3–11.

Calabrese, A., Losanno, D., Spizzuoco, M., Strano, S., & Terzo, M. (2019). Recycled Rubber Fiber Reinforced Bearings (RR-FRBs)as base isolators for residential buildings in developing countries: The demonstration building of Pasir Badak, Indonesia. Engineering Structures. https://doi.org/10.1016/j.engstruct.2019.04.076

Calabrese, Andrea, Serino, G., Strano, S., & Terzo, M. (2015). Experimental investigation of a low-cost elastomeric anti-seismic device using recycled rubber. Meccanica, 50(9), 2201–2218. https://doi.org/10.1007/s11012-015-0155-7

Das, A., Deb, S. K., & Dutta, A. (2016). Shake table testing of un-reinforced brick masonry building test model isolated by U-FREI [John Wiley & Sons, Ltd]. In Earthquake Engineering & Structural Dynamics (Vol. 45, Issue 2). https://doi.org/10.1002/eqe.2626 Das, A., Dutta, A., & Deb, S. K. (2012). Modeling of Fiber-Reinforced E. 15th World

Conference on Earthquake Engineering (15WCEE).

Engelen, N. C. Van. (2019). Fiber-reinforced elastomeric isolators : A review. 125(March). https://doi.org/10.1016/j.soildyn.2019.03.035

Engelen, N. C. Van, J. M. Tait, & Konstantinidis, D. (2016). Development of Design Code Oriented Formulas for Elastomeric Bearings Including Bulk Compressibility and Reinforcement Extensibility. Journal of Engineering Mechanics, 142(6), 4016024. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001015

Garevski, M A. (2012). Replacement of the Old Rubber Bearings of the First Base Isolated Building in the World. 15th World Conference on Earthquake Engineering (15WCEE). Govardhan, & Paul, D. K. (2016). Effect of Lead in Elastomeric Bearings for Structures

Located in Seismic Region. Procedia Technology, 25, 146–153. https://doi.org/https://doi.org/10.1016/j.protcy.2016.08.091

Habieb, A. (2017). A two-story masonry building isolated with low-cost rubber seismic isolators. https://doi.org/10.13140/RG.2.2.15904.89604

Habieb, A. B., Milani, G., Tavio, & Milani, F. (2017). Low cost rubber seismic isolators for masonry housing in developing countries. AIP Conference Proceedings, 1906(1), 90012. https://doi.org/10.1063/1.5012369

Habieb, A. B., Milani, G., Tavio, T., & Milani, F. (2018). An abaqus user element for the structural implementation of low-cost rubber seismic isolators in masonry buildings. AIP Conference Proceedings, 2040(April), 10–15. https://doi.org/10.1063/1.5079148

Habieb, Ahmad B., Milani, G., Tavio, & Milani, F. (2017). Seismic performance of a

masonry building isolated with low-cost rubber isolators. WIT Transactions on the Built Environment, 172, 71–82. https://doi.org/10.2495/ERES170071

35 isolators on the seismic fragility of a highway bridge. Structural Control and Health Monitoring, 24(2). https://doi.org/10.1002/stc.1866

Jie, S. W., Tong, S. Y., Kasa, A., & Osman, S. A. (2016). Effect of recycle tire isolator as earthquake resistance system for low rise buildings in Malaysia. Journal of Engineering Science and Technology, 11(8), 1207–1220.

Kalfas, K. N., Mitoulis, S. A., & Katakalos, K. (2017). Numerical study on the response of steel-laminated elastomeric bearings subjected to variable axial loads and development of local tensile stresses. Engineering Structures, 134(March), 346–357.

https://doi.org/10.1016/j.engstruct.2016.12.015

Karimzadeh Naghshineh, A., Akyuz, U., & Caner, A. (2015). Lateral response comparison of unbonded elastomeric bearings reinforced with carbon fiber mesh and steel. Shock and Vibration, 2015. https://doi.org/10.1155/2015/208045

Kelly, J. M., & Konstantinidis, D. (2011). Seismic Isolation For Housing, Schools and Hospitals in the Urban Environment. July, 19–20.

Kelly, J. M., & Takhirov, S. M. (2001). Analytical and Experimental Study of Fiber-Reinforced Elastomeric Isolators. In Rep. No. PEER 2001/11, Pacific Earthquake Engineering Research Center, University of California, Berkeley (Issue September). Kelly, J. M., & Takhirov, S. M. (2002). Analytical and Experimental Study of

Fiber-Reinforced Strip Isolators. Rep. No. PEER 2002/11, Pacific Earthquake Engineering Research Center, University of California, Berkeley, September.

Kelly, T. E. (2001). Base Isolation of Structures: Design Guidlines. July, 229. https://doi.org/10.1002/eqe.31

Konstantinidis, D., & Rastgoo Moghadam, S. (2016). Compression of unbonded rubber layers taking into account bulk compressibility and contact slip at the supports. International Journal of Solids and Structures, 87. https://doi.org/10.1016/j.ijsolstr.2016.02.008 M. Kelly, J., & Konstantinidis, D. (2007). Low-cost seismic isolators for housing in

highly-seismic developing countries.

M Kelly, J. (2018). Vertical Flexibility in Isolation Systems. Civil Engineering Research Journal, 4(1), 1–11. https://doi.org/10.19080/cerj.2018.04.555629

Mishra, H. K. (2012). Experimental and Analytical Studies on Scrap Tire Rubber Pads for Application to Seismic Isolation of Structures.

Moon, B. Y., Kang, G. J., Kang, B. S., & Kelly, J. M. (2002). Design and manufacturing of fiber reinforced elastomeric isolator for seismic isolation. Journal of Materials

Processing Technology, 130–131, 145–150. https://doi.org/10.1016/S0924-0136(02)00713-6

Mordini, A., & Strauss, A. (2008). An innovative earthquake isolation system using fibre reinforced rubber bearings. 30, 2739–2751.

https://doi.org/10.1016/j.engstruct.2008.03.010

Naeim, F., & Kelly, J. M. (1999). Design of seismically isolated structures: from theory to practice. John Wiley & Sons.

Ogden, R. W., Saccomandi, G., & Sgura, I. (2004). Fitting hyperelastic models to experimental data. Computational Mechanics, 34(6), 484–502.

https://doi.org/10.1007/s00466-004-0593-y

Osgooei, P. M., Konstantinidis, D., & Tait, M. J. (2016). Variation of the vertical stiffness of strip-shaped fiber-reinforced elastomeric isolators under lateral loading. Composite Structures, 144, 177–184. https://doi.org/10.1016/j.compstruct.2016.01.089

Osgooei, P. M., Tait, M. J., & Konstantinidis, D. (2014a). Finite element analysis of

unbonded square fiber-reinforced elastomeric isolators (FREIs) under lateral loading in different directions. Composite Structures, 113(1), 164–173.

36 Osgooei, P. M., Tait, M. J., & Konstantinidis, D. (2014b). Three-dimensional finite element

analysis of circular fiber-reinforced elastomeric bearings under compression. Composite Structures, 108(1), 191–204. https://doi.org/10.1016/j.compstruct.2013.09.008

Pauletta, M., Cortesia, A., & Russo, G. (2015). Roll-out instability of small size

fiber-reinforced elastomeric isolators in unbonded applications. Engineering Structures, 102, 358–368. https://doi.org/10.1016/j.engstruct.2015.08.019

Pinarbasi, S., & Okay, F. (2011). Compression of hollow-circular fiber-reinforced rubber bearings. Structural Engineering and Mechanics, 38(3), 361–384.

https://doi.org/10.12989/sem.2011.38.3.361

Ramli, M. Z., & Adnan, A. (2015). Performance of Isomeric and Spiral Plate Rubber Bearing Base Isolator System in Bridges. July.

https://www.researchgate.net/publication/279861712%0APerformance Rivlin, R. S. (1948). Large Elastic Deformations of Isotropic Materials-Further

Developments of The General Theory (Issue October).

Roth, F. L., Driscoll, R. L., & Holt, W. L. (1942). Frictional properties of rubber. Journal of Research of the National Bureau of Standards, 28(4), 439.

https://doi.org/10.6028/jres.028.016

Russo, G., & Pauletta, M. (2013). Sliding instability of fiber-reinforced elastomeric isolators in unbonded applications. Engineering Structures, 48, 70–80.

https://doi.org/10.1016/j.engstruct.2012.08.031

Russo, G., Pauletta, M., & Cortesia, A. (2013). A study on experimental shear behavior of fiber-reinforced elastomeric isolators with various fiber layouts, elastomers and aging conditions. Engineering Structures, 52, 422–433.

https://doi.org/10.1016/j.engstruct.2013.02.034

Soleimanlo, H. S., & Barkhordar, M. A. (2013). Effect of Shape Factor and Rubber Stiffness of Fiber-reinforced Elastomeric Bearings on the Vertical Stiffness of Isolators. In Trends in Applied Sciences Research (Vol. 8, Issue 1, pp. 14–25).

https://doi.org/10.3923/tasr.2013.14.25

Spizzuoco, M., Calabrese, A., & Serino, G. (2014). Innovative low-cost recycled rubber–fiber reinforced isolator: Experimental tests and Finite Element Analyses. Engineering

Structures, 76, 99–111. https://doi.org/https://doi.org/10.1016/j.engstruct.2014.07.001 Sugihardjo, H., Tavio, & Lesmana, Y. (2018). FE Model of Low Grade Rubber for Modeling

Housing’s Low-Cost Rubber Base Isolator. Civil Engineering Journal, 4(1). www.CivileJournal.org%0ACivil

Takayama, M., & Morita, K. (2000). Finite element analysis focused on the flange plates and connecting bolts of rubber bearings. Proc. of 12WCEE, New Zealand, 1–9.

Taniwangsa, W., & Kelly, J. M. (1996). Experimental dan Analytical Studies of Base Isolation Applications for Low-cost Housing.

Toopchi-nezhad, H., Karaji, M., & Mohammad Reza, G. (2018). An Efficient Horizontal Stiffness Solution for Unbonded-Frebs. Proceedings of Academics World 103 Rd International Conference, Toronto, Canada, 1, 3–8.

Toopchi-Nezhad, H., Tait, M., & Drysdale, R. (2008). Testing and modeling of square carbon fiber‐reinforced elastomeric seismic isolators. Structural Control and Health Monitoring, 15, 876–900. https://doi.org/10.1002/stc.225

Toopchi-Nezhad, H., Tait, M. J., & Drysdale, R. G. (2009). Simplified analysis of a low-rise building seismically isolated with stable unbonded fiber reinforced elastomeric isolators. Canadian Journal of Civil Engineering, 36(7), 1182–1194. https://doi.org/10.1139/L09-056

Toopchi-Nezhad, H., Tait, M. J., & Drysdale, R. G. (2011). Bonded versus unbonded strip fiber reinforced elastomeric isolators: Finite element analysis. Composite Structures,

37 93(2), 850–859. https://doi.org/10.1016/j.compstruct.2010.07.009

Toopchi-Nezhad, H., Tait, M. J., & Drysdale, R. G. (2013). Influence of thickness of individual elastomer layers (first shape factor) on the response of unbonded fiber-reinforced elastomeric bearings. Journal of Composite Materials, 47(27), 3433–3450. https://doi.org/10.1177/0021998312466686

Tsai, H.-C. (2004). Compression stiffness of infinite-strip bearings of laminated elastic material interleaving with flexible reinforcements. International Journal of Solids and Structures, 41(24–25), 6647–6660. https://doi.org/10.1016/J.IJSOLSTR.2004.06.005 Tsompanakis, Y., Psarropoulos, P. N., & Drosos, V. (2011). Low-Cost Seismic Base Isolation

using Recycled Tire Cushions. 13th International Conference on Civil, Structural and Environmental Engineering Computing.

Turer, A., & Özden, B. (2008). Seismic base isolation using low-cost Scrap Tire Pads (STP). Materials and Structures, 41(5), 891–908. https://doi.org/10.1617/s11527-007-9292-3 Van Engelen, N. C., Konstantinidis, D., & Tait, M. J. (2016). Structural and nonstructural

performance of a seismically isolated building using stable unbonded fiber-reinforced elastomeric isolators. Earthquake Engineering and Structural Dynamics, 45(3). https://doi.org/10.1002/eqe.2665

Van Engelen, N. C., Osgooei, P. M., Tait, M. J., & Konstantinidis, D. (2014). Experimental and finite element study on the compression properties of Modified Rectangular Fiber-Reinforced Elastomeric Isolators (MR-FREIs). Engineering Structures, 74, 52–64. https://doi.org/10.1016/j.engstruct.2014.04.046

Van Engelen, N. C., Osgooei, P. M., Tait, M. J., & Konstantinidis, D. (2015). Partially

bonded fiber-reinforced elastomeric isolators (PB-FREIs). Structural Control and Health Monitoring, 22(3), 417–432. https://doi.org/10.1002/stc.1682

Van Engelen, N. C., Tait, M. J., & Konstantinidis, D. (2015). Model of the shear behavior of unbonded fiber-reinforced elastomeric isolators. Journal of Structural Engineering (United States), 141(7), 1–11. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001120 Warn, G. P., & Ryan, K. L. (2012). A Review of Seismic Isolation for Buildings: Historical

Development and Research Needs. 300–325. https://doi.org/10.3390/buildings2030300 Wijaya, B. T. W. (2019). Behavior of low-cost rubber base isolation using glass fiber based

reinforcement. ITS Surabaya.

Wijaya, B. T. W., & Tavio. (2019). Mechanical properties of Indonesian rubber for low-cost base isolation. International Journal of Civil Engineering and Technology, 10(1), 884– 890.

38

BAB 7. LAMPIRAN

Lampiran A. Biodata Tim Peneliti

1. Ketua tim

a. Nama Lengkap : Prof. Tavio, M.Eng., PhD.

b. NIP : 197203271997021001

c. Bidang Keahlian : Base isolation system

d. Departemen/Fakultas : Teknik Sipil/ FTSLK – ITS Surabaya

e. Alamat Rumah dan Telp. : 0816537135

f. Riwayat Penelitian relevan :

1. Inovasi dan Aplikasi Lanjutan Peredam Dasar Sederhana dan Murah untuk Perumahan Rakyat di Daerah Rawan Bencana Gempa Bumi 2018 (PU ITS-Ketua)

2. Inovasi Lanjut dan Aplikasi Low-Cost Base Isolation untuk Perumahan Rakyat di Wilayah Resiko Gempa Tinggi 2017 (PU ITS-Ketua)

g. Publikasi Relevan :

1. Low cost rubber seismic isolators for masonry housing in developing countries

2. Comparative behavior of local hyperelastic lowgrade rubbers for low-cost base isolation

h. Paten Terakhir

Perangkat Simulator Gempa dari Karet untuk Peredam Gempa Bumi (draft Paten).

i. Tugas Akhir Relevan yang telah selesai dibimbing Thesis

1. Behavior of low-cost rubber base isolation using glass fiber based reinforcement

2. Kajian data eksperimental penggunaan Low Cost Rubber Base Isolator-Strip pada rumah sederhana di daerah rawan gempa

Disertasi:

Development of low-cost base isolation system for residential housing in high seismic zones

2. Anggota1

a. Nama Lengkap : Dr. Windiani, S.Sos., M.Si. b. NIP : 197105131998022001

d. Bidang Keahlian Sosial Budaya, Lingkungan dan Kebencanaan

e. Departemen/Fakultas : Studi Pembangunan/ FBMT - ITS Surabaya

39

2. Anggota2

a. Nama Lengkap : Sandy I. Yansiku, ST., M.Eng. b. NRP : 03111960010001

c. Bidang Keahlian Teknik Sipil Struktur

d. Departemen/Fakultas : Teknik Sipil/ FTSLK - ITS Surabaya

e. Alamat Rumah dan Telp : Jln. Sutorejo Selatan IV – 32, Mulyosari, Surabaya. HP: 081339041999

2. Anggota3

a. Nama Lengkap : Lienggar Rahadiantino, SE., M.Sc. b. NIP/NIDN : 19920191209 / 0006059201

c. Bidang Keahlian Studi Pembangunan

d. Departemen/Fakultas : Studi Pembangunan/ FBMT - ITS Surabaya

Dokumen terkait