PENILAIAN SUSTAINABILITAS JALAN DAERAH: PENDEKATAN INDEKS SUSTAINABILITAS
Penulis : Ary Setyawan,Florentina Pungky Pramesti,Senot Sangadji
Pengembangan material repair beton
Penulis : Sholihin As'ad,Senot Sangadji,Endah Safitri
Karakteristik Lekatan Antara Micro-synthetic Fiber Reinforced Mortar Dan Beton
Penulis : Senot Sangadji
Pemodelan Dinding Pengisi Dalam Struktur Portal Balok Beton Bertulang
Penulis : Senot Sangadji
Investigasi Kinerja Seismik Bangunan Menggunakan Kurva Kerapuhan Seismik (Seismic Fragility Curve) dalam Upaya Mitigasi Bencana Gempa
Penulis : Senot Sangadji,Erik Wahyu Pradana,Sholihin As'ad,Setiono,Muhammad Yani Bhayusukma,Endang Rismunarsi,Purwanto
Reduksi resiko gempa bumi non-engineered building dengan peningkatan kapasitas tukang bangunan
Penulis : Senot Sangadji,Sholihin As'ad,Agus Parwito Rahmadi,Setiono,Endang Rismunarsi,Purwanto,Muhammad Yani Bhayusukma
Kapasitas Geser Balok Beton Bertulang dengan Sengkang Alternatif dari Baja Pelat Strip
Penulis : Senot Sangadji,Erik Wahyu Pradana
Peningkatan Kompetensi Tenaga Kerja Konstruksi untuk Menumbuhkan Kesadaran dan Kesiapsiagaan terhadap Bencana Gempa
link : http://journal.ummat.ac.id/index.php/jmm/article/view/11075
Structural Capacity and Seismic Responses Evaluation of Low-Rise Buildings by Implementing Building Information Modeling (BIM) Framework
link : https://journal.uny.ac.id/index.php/inersia/article/view/53731/18782
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
Project-Based Learning in Civil Engineering: Experience from the Steel Structure Design Course at Universitas Sebelas Maret, Indonesia
link : https://ieomsociety.org/indonesia2021/
Seismic Performance of Tall and Slender Minaret Structure with Hexagonal RC Wall Section by Means Fragility Curve Development
link : https://link.springer.com/chapter/10.1007/978-981-16-9348-9_4
Various Strut—Macro Modelings for Infilled Frame Analysis
link : https://link.springer.com/chapter/10.1007/978-981-16-9348-9_18
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