DATA PUBLIKASI DOSEN
Publikasi Prof. STEFANUS ADI KRISTIAWAN, S.T., M.Sc., Ph.D. Tahun 2025
Penelitian yang diikuti :
Pelatihan dan Sosialisasi Konstruksi Tahan Gempa sesuai SNI Gempa kepada Pelaku Jasa Konstruksi (Tukang dan Mandor) di Kabupaten Boyolali.
Penulis : Stefanus Adi Kristiawan,Halwan Alfisa Saifullah,Edy Purwanto,Endah Safitri,Agus Setiya Budi
Penguatan Kapasitas RG SMARTCrete dalam Penelitian Infrastruktur Tangguh Bencana
Penulis : Stefanus Adi Kristiawan,Endah Safitri,Edy Purwanto,Halwan Alfisa Saifullah,Agus Setiya Budi
Jurnal :
Safety Risk Assessment Model for Bridge Construction
link : https://civilejournal.org/index.php/cej/article/view/5431/
Effectiveness of UHPC reinforced with steel rebars for flexural strengthening of RC T-beams in an idealized negative moment region Author links open overlay panel
link : https://www.sciencedirect.com/science/article/pii/S2352012425015437?dgcid=coauthor
Seminar/Proceeding :
Numerical study on the flexural performance of HVFA-SCC beam with compression reinforcement
link : https://iopscience.iop.org/article/10.1088/1755-1315/1438/1/012055/meta
Application of triangular grids sonic crystals with bamboo material as railroad noise reducer
link : https://iopscience.iop.org/article/10.1088/1755-1315/1438/1/012051
The Vulnerability Level of Residential Buildings in Surakarta City Related to Seismic Hazard
link : https://link.springer.com/chapter/10.1007/978-981-96-2143-9_9
Fragility Assessment of Non-engineered Building by Mean of Incremental Dynamic Analysis
link : https://link.springer.com/chapter/10.1007/978-981-96-2143-9_5
Behavior of Fastener Due to Tensile Loads on Cold Rolled Steel with LISA V.8 FEA
link : https://link.springer.com/chapter/10.1007/978-981-96-2143-9_41
Seismic Assessment of Non-engineered Residential Frame Building Based on Performance Point of Capacity Spectrum Method: A Case Study in Pacitan Regency, Indonesia
link : https://link.springer.com/chapter/10.1007/978-981-96-2143-9_6
Shear performance of HVFA-SCC reinforced concrete beam (Case study: Shear span to effective depth ratio of 2.5)
Numerical study on the flexural performance of HVFA-SCC beam