Perencanaan Struktur Beton Bertulang Tahan Gempa R Purwono, A Subakti, I Wimbadi, M Irmawan Surabaya: ITS Pers, 2005 | 238 | 2005 |
Time dependent reliability analysis of steel I bridge girder designed based on SNI T-02-2005 and SNI T-3-2005 subjected to corrosion MS Darmawan, AN Refani, M Irmawan, R Bayuaji, RB Anugraha Procedia Engineering 54, 270-285, 2013 | 19 | 2013 |
Evaluasi Struktur Bangunan Gedung Beton Bertulang Berusia 50 Tahun Bedasarkan SNI 1726 2012 dan SNI 2847 2013 AN Refani, H Alrasyid, M Irmawan Jurnal Aplikasi Teknik Sipil 13 (2), 17-26, 2015 | 9 | 2015 |
Effect of steel fiber volume fraction to the tensile splitting strength of concrete cylinder M Maksum, H Alrasyid, M Irmawan, B Piscesa IOP Conference Series: Materials Science and Engineering 930 (1), 012058, 2020 | 5 | 2020 |
Ductility evaluation of reinforced concrete column made of normal-to high-strength concrete under constant axial load level combined with flexural loading using nonlinear … B Piscesa, D Prasetya, M Irmawan, H Alrasyid Journal of Civil Engineering 34 (1), 3-8, 2019 | 5 | 2019 |
Evaluasi kelayakan struktur gedung tinggi yang terbengkalai selama 15 tahun terhadap gempa berdasarkan SNI 1726–2012 AN Refani, MS Darmawan, M Irmawan IPTEK Journal of Proceedings Series, 2018 | 5 | 2018 |
Experimental and analytical assessment of 60 m steel truss bridge H Alrasyid, AN Revani, M Irmawan, M Suluch, YE Putri MATEC Web of Conferences 276, 01030, 2019 | 3 | 2019 |
Modifikasi Perencanaan Struktur Gedung Ibis Styles Hotel Tanah Abang Jakarta Pusat dengan Metode Beton Pracetak KI Klana, M Irmawan, E Wahyuni Jurnal Teknik ITS 6 (2), D220-D225, 2017 | 3 | 2017 |
Pushover Analysis of Jacket Structure in Offshore Platform Subjected to Earthquake with 800 years Return Period M Irmawan, B Piscesa, IA Fada Surabaya, 2011 | 3 | 2011 |
Numerical Modeling of Steel Fiber Reinforced Concrete Beam with Notched under Three-point Bending Test M Irmawan, B Piscesa, H Alrasyid, P Suprobo Civil Engineering and Architecture 10 (7), 3227-3242, 2022 | 2 | 2022 |
Strength reduction factor evaluation of the circular reinforced concrete column with varying eccentricity ratio (e/h) W Sutrisno, M Irmawan, D Prasetya Journal of Civil Engineering 35 (1), 19-23, 2020 | 2 | 2020 |
PHYSICAL AND MECHANICAL PROPERTIES LIGHTWEIGHT CONCRETE AND THE USE STYROFOAM SILICA SAND K Suprapto, M Irmawan, F Rahman Journal of Civil Engineering 31 (1), 11-18, 2011 | 2 | 2011 |
Tinjauan SNI–03-2847-2002 Paket B I Mudji, I Ms ITS Press, Surabaya, 2006 | 2 | 2006 |
Hydrodynamic Analysis-Based Modeling of Coastal Abrasion Prevention (Case Study: Pulau Baai Port, Bengkulu). M Irmawan, MH Imaaduddiin, RRR Alam, AN Refani, AN Aini Applied Sciences (2076-3417) 14 (2), 2024 | 1 | 2024 |
Strength Reduction Factor of Square Reinforced Concrete Column Using Monte Carlo Simulation W Sutrisno, B Piscesa, M Irmawan Journal of Civil Engineering 35 (2), 50-56, 2020 | 1 | 2020 |
Modification of reinforced concrete retaining wall at Pilangbango reservoir construction project madiun, East Java M Irmawan, YK Firmansyah, AN Refani IPTEK Journal of Proceedings Series 3 (1), 124-129, 2017 | 1 | 2017 |
Optimization of concrete mix design with determined permeability against chloride penetration based on “Virtual rapid chloride permeability test” using genetic algorithm B Piscesa, M Irmawan 2nd International symposium on life cycle engineering, 2010 | 1 | 2010 |
SHEAR-TENSION BEHAVIOR OF FIBER-REINFORCED CONCRETE: A FINITE ELEMENT STUDY USING THE INCLINED PUSH-OFF TEST MODEL M Irmawan, B Piscesa, I Komara, DT Setiamanah, W Witantyo, ... GEOMATE Journal 27 (119), 34-41, 2024 | | 2024 |
The Evaluation of Pipeline Protection Influenced by Causeway Embankment Using the Finite Element Method (FEM) M Irmawan, K Yudoprasetyo, AN Refani, K Indrasurya, DNPA Parwita Applied Sciences 14 (11), 4382, 2024 | | 2024 |
Static and Dynamic Field Testing of 40 m I-girder Bridge in Teluk Lamong Area B Piscesa, I Komara, M Irmawan, W Sutrisno, AN Refani, H Alrasyid Australasian Conference on the Mechanics of Structures and Materials, 835-844, 2023 | | 2023 |