DATA PUBLIKASI DOSEN
Publikasi Prof. STEFANUS ADI KRISTIAWAN, S.T., M.Sc., Ph.D. Tahun 2022
Penelitian yang diikuti :
Pengaruh Sengkang Terhadap Panjang Lewatan Tulangan Lentur Pada Balok HVFA-SCC
Penulis : Stefanus Adi Kristiawan
Behavior of one-way patched RC slabs under concentrated load: Numerical simulation
Penulis : Stefanus Adi Kristiawan,Edy Purwanto,Agus Supriyadi,Bambang Santosa,Sofa Marwoto,Agus Setiya Budi,Halwan Alfisa Saifullah,Endah Safitri
Peningkatan Kapasitas Pelaku Jasa Konstruksi dalam Upaya Mitigasi Bencana Gempa Bumi di Kabupaten Pacitan Jawa Timur.
Penulis : Stefanus Adi Kristiawan,Edy Purwanto,Agus Supriyadi,Bambang Santosa,Halwan Alfisa Saifullah,Agus Setiya Budi,Endah Safitri,Sofa Marwoto
: Perilaku Geser Balok Beton Bertulangan HVFA-SCC Tanpa Tulangan Sengkang
Penulis : Stefanus Adi Kristiawan
Assesmen KInerja Beto Geopolymer berbasis Fly Ash-Slag sebagai Material Unggul berdasarkan Eco-Durability Index
Penulis : Stefanus Adi Kristiawan
Assesmen KInerja Beto Geopolymer berbasis Fly Ash-Slag sebagai Material Unggul berdasarkan Eco-Durability Index
Penulis : Stefanus Adi Kristiawan
Jurnal :
Kajian Numerik Kinerja Geser Balok Beton Bertulang dengan Perbaikan Menggunakan UPR-Mortar (Studi Kasus: Balok dengan Rasio Bentang Geser terhadap Tinggi Efektif 3.08 dan Lokasi Perbaikan di Tengah Bentang Geser)
link : https://jurnal.uns.ac.id/matriks/article/view/55242
Evaluation of Damage Limit State for RC Frame Based on FE Modeling
link : https://www.mdpi.com/2075-5309/12/1/21
Shear recovery of patched reinforced concrete beams with web reinforcements
link : https://journals.pan.pl/dlibra/publication/140636/edition/123599/content
The development length of tensile reinforcement embedded in High Volume Fly Ash-Self Compacting Concrete (HVFA-SCC)
link : https://www.sciencedirect.com/science/article/pii/S0950061822023376?via%3Dihub
Interfacial bond strength between micro synthetic fibre-reinforced patch repair mortar and concrete substrate
link : https://ph01.tci-thaijo.org/index.php/easr/article/view/247837/168589
Flexural performance of reinforced HS‑HVFA‑SCC beam with spliced plain bar
link : https://link.springer.com/article/10.1007/s42452-022-05136-3
Seminar/Proceeding :
Reinforcement to concrete bond strength: A comparison between normal concrete and various types of concrete
link : https://iopscience.iop.org/article/10.1088/1742-6596/2190/1/012028
Various Strut—Macro Modelings for Infilled Frame Analysis
link : https://link.springer.com/chapter/10.1007/978-981-16-9348-9_18
Experimental Investigation on the Shear Behavior of Patched RC Beams Without Web Reinforcements: Efficacy of Patching Position with Respect to the Shear Span
link : https://link.springer.com/chapter/10.1007/978-981-16-9348-9_21
Strengthening of Non-engineered Building Beam-Column Joint to Increase Seismic Performance with Variation of Steel Plate Width
link : https://link.springer.com/chapter/10.1007/978-981-16-9348-9_19