Christopher Kevinly
Semirigidity assessment of reinforced concrete beam-column joint designed to withstand seismic force from SNI 1728:2012 and SNI 1728:2002 seismic code in accordance to Indonesian structural concrete code = Kajian semikaku sambungan balok-kolom beton bertulang yang dirancang untuk menahan beban gempa dari peraturan gempa SNI 1728:2012 dan SNI 1728:2002 menurut peraturan beton struktural Indonesia
2016
 UI - Skripsi Membership
Nonlinear seismic analysis and design of reinforced concrete buildings
edited, P. Fajfar and H. Krawinkler
Elsevier, 1992
 Buku Teks
Bambang Yudho Wibowo
Prilaku balok beton berserat metal dan balok beton pratarik terhadap pembebanan berulang (Studi kasus : balok dengan coakan lebar 3,2 mm dan tinggi 1,6 cm serta dengan variasi serat O% atau 1% dari volume total beton) = Behaviour of fiber reinforced and pretensioned concrete beam to repeated impact loading (Case study : beam with 3.2 mm width and 1.6 cm height of notch, and with 0 % or 1% fiber variation of total concrete volume)
Fakultas Teknik Universitas Indonesia, 2008
 UI - Skripsi Open
Rachmat Purwono
Perencanaan struktur beton bertulang tahan gempa : sesuai SNI-1726 dan SNI-2847 terbaru / Rachmat Purwono
ITS Press, 2005
 Buku Teks
Yodha Dwi Pratomo
Analisis sifat semi kaku sambungan balok-kolom eksterior dengan variasi tulangan polos pada balok akibat pembebanan gempa berdasarkan standar nasional Indonesia (SNI) = Analysis of semirigidity exterior beam column joint with variety of plain reinforcement in the beam due to seismic load by standar nasional Indonesia (SNI)
2016
 UI - Skripsi Membership