| Behaviour of Precast Concrete Beam-to-Column Connection with U- and L Bent Bar Anchorages Placed outside The Column Panel – Experimental Study DI Wahjudi, P Suprobo, H Sugihardjo, Tavio SCESCM, UGM 95 (Procedia Engineering Elsevier), 122-131, 2014 | 20 | 2014 |
| Shear strength of geopolymer concrete beams using high calcium content fly ash in a marine environment MS Darmawan, R Bayuaji, H Sugihardjo, NA Husin, ... Buildings 9 (4), 98, 2019 | 17 | 2019 |
| FE model of low grade rubber for modeling housing’s low-cost rubber base isolators H Sugihardjo, T Tavio, Y Lesmana Civil engineering journal 4 (1), 24-45, 2018 | 10 | 2018 |
| Behavior of a base-isolated residential house in a highly seismic region H Sugihardjo, Y Lesmana International Journal of Applied Engineering Research 11 (14), 8253-8258, 2016 | 10 | 2016 |
| Behavior of Precast Concrete Beam-to-Column Connection with U- and L Bent Bar Anchorages Placed outside The Column Panel – Analytical Study DI Wahjudi, P Suprobo, H Sugihardjo, Tavio SCESCM, UGM 95 (Procedia Engineering Elsevier), 112-121, 2014 | 6 | 2014 |
| Studi Penggunaan Link Slab pada Jembatan Komposit H Sugihardjo, B Piscesa, F Irawan Proc. Kolokium Jalan dan Jembatan: Peningkatan Penerapan Teknologi Jalan dan …, 2010 | 6 | 2010 |
| Kajian Analitik Perilaku Rangka Batang Daktail dengan Bresing-X dari Baja Sangat Lunak sebagai Peredam Histeretik H Sugihardjo, W Merati, A Surahman, M Moestopo Prosiding Konferensi Rekayasa Kegempaan II, 67-79, 2004 | 6 | 2004 |
| Cumulative Ductility and Hysteretic Behavior of Small Buckling-Restrained Braces H Sugihardjo, Tavio Advances in Civil Engineering 2017, 2017 | 5 | 2017 |
| Perilaku Inelastik Balok Rangka Batang Daktail Berelemen Bresing Anti Tekuk Sebagai Komponen Gedung Bertingkat H Sugihardjo Disertasi, Sekolah Pascasarjana, ITB, Bandung, 2006 | 5 | 2006 |
| Earthquake-resistant building: buckling-restrained braced truss-girder moment frames (Proposed) H Sugihardjo IPTEK The Journal for Technology and Science 19 (1), 2008 | 4 | 2008 |
| Modifikasi Perencanaan Rumah Susun Pasar Rebo dengan Base Isolation Tipe Friction Pendulum System pada Daerah Rawan Gempa MF Akbari, H Sugihardjo, AB Habieb Jurnal Teknik ITS 10 (2), C78-C85, 2021 | 3 | 2021 |
| Finite element study on vertical characteristic of modified circular perforated-reinforced elastomeric isolators (MC-PREIs) Y Lesmana, H Sugihardjo Asian Journal of Civil Engineering 20, 21-33, 2019 | 3 | 2019 |
| Behavior of rubber base isolator with various shape factors T Tavio, H Sugihardjo, A Purniawan, Y Lesmana AIP Conference Proceedings 1903 (1), 2017 | 3 | 2017 |
| Inelastic Behavior Of Ductile Buckling-Restrained Braced Truss-Girders Moment Frames H Sugihardjo, W Merati, A Surahman, M Moestopo Proceeding of The International Conference on Earthquake Engineering and …, 2008 | 3 | 2008 |
| Studi Perilaku Web Post Buckling Dan Vierendeel Mechanism pada Castellated Beams TW Swastika, H Sugihardjo, B Suswanto Jurnal Poli-Teknologi 14 (1), 2015 | 2 | 2015 |
| Studi Retrofitting Jembatan Komposit Menggunakan Link Slab Akibat Beban Gempa pada Berbagai Kondisi Tanah Oprit MFN Iman, H Sugihardjo, AS Sidharta Jurnal Teknik ITS 1 (1), D76-D81, 2012 | 2 | 2012 |
| Studi Respon Seismik Jembatan Balok Komposit Sederhana yang Diretrofit dengan Link Slab Ditinjau dari Wilayah Zona Gempa MB Ansori, H Sugihardjo, AS Sidharta Jurnal Teknik ITS 1 (1), D97-D102, 2012 | 2 | 2012 |
| Ductile Design of Beam-Column Connection for Earthquake Resistant Precast Concrete House D Iranata, Tavio, E Wahyuni, H Soegihardjo The Second International Symposium On Life-Cycle Civil Engineering, Taipei …, 2010 | 2* | 2010 |
| Concept and Design of Ductile Plane Truss and Its Inelastic Behavior Due to Post Elcentro Earthquake H Sugihardjo, W Merati Prosiding Seminar Nasional Rekayasa Perencanaan ke II,“The Integration of …, 2004 | 2 | 2004 |
| Perbandingan Perilaku Siklik Elemen Replaceable Link Material Baja Konvesional Dengan Low Yield Point Steel (LYS) AI Kumalasari, B Suswanto, H Sugihardjo Jurnal Rekayasa Sipil 18 (1), 17-29, 2022 | 1 | 2022 |
