An Experimental Study to the Influence of Fiber Reinforced Polymer (FRP) Confinement on Beams Subjected to Bending and Shear

Author:

Tudjono Sri,Lie Han Ay,Hidayat Banu Ardi

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference7 articles.

1. Lailasari, Desinta Nur, Ari Wibowo, and Devi Nuralinah. “Studi Komparansi Perencanaan Gedung Tahan Gempa dengan Menggunakan SNI 03-1726-2002 dan SNI 03-1726-2012”. Jurnal Teknik Sipil Universitas Brawijaya. Malang.

2. Arfiadi, Yoyong and Satyarno, Iman. 2013. “Perbandingan Spektra Desain Beberapa Kota Besar di Indonesia dalam SNI Gempa 2012 dan SNI Gemap 2002”. Konferensi Nasional Teknik Sipil 7. Solo.

3. Attari, N., S. Amziane, and M. Chemrouk. 2012. “Flexural Strengthening of Concrete Beams Using CFRP, GFRP, and Hybrid FRP Sheets”. Construction and Building Materials 37.

4. Sen, Tara, and H. N. Jagannatha Reddy. 2013. “Strengthening of RC Beams in Flexure Using Natural Jute Fibre Textile Reinforced Composite Systemand Its Comparative Study with CFRPand GFRP Strengthening Systems”. International Journal of Sustainable Built Environment 2.

5. Baggio, Daniel, Khaled Soudki, and Martin Noel. 2014. “Strengthening of Shear Critical RC Beams with Various FRP Systems”. Construction and Building Materials 66.

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