Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Baskoro Abdi Praja"'
Publikováno v:
International Journal of Innovative Research in Computer Science & Technology. 11:45-51
Various structural factors that contribute to damage during an earthquake are vertical irregularities, irregularities in strength and stiffness, mass irregularities, torsional irregularities, and so on. Over the past decade, performance-based design
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8e52d9aabdb5e8deed3fb48438472a00
https://doi.org/10.55524/ijircst.2023.11.1.10
https://doi.org/10.55524/ijircst.2023.11.1.10
Publikováno v:
Racic : Rab Construction Research. 7:36-43
Desain kolom beton bertulang adalah proses penentuan dimensi kolom dan tulangan yang dibutuhkan dengan mutu beton dan baja yang sesuai, sehingga dapat menahan beban yang direncanakan bekerja pada kolom. Berbeda dengan desain balok dimana berdasarkan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1bcda1709823bb1f49b8cd9feec2378
https://doi.org/10.36341/racic.v7i1.2401
https://doi.org/10.36341/racic.v7i1.2401
Autor:
Andreas Triwiyono, Baskoro Abdi Praja
Publikováno v:
Jurnal Teknik Sipil. 13:260-267
Jembatan Lemah Ireng 1 pada ruas jalan Tol Semarang-Bawen terbuat dari beton prategang dengan panjang total 879 m. Pada masa konstruksi dua perbedaan kondisi teknik terhadap rencana, yakni perubahan material pasir dan perubahan perpindahan traveler.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d062b5019a9c55ffed986ada667b0dcb
https://doi.org/10.24002/jts.v13i4.934
https://doi.org/10.24002/jts.v13i4.934
Publikováno v:
AIP Conference Proceedings.
One of the methods to increase the tensile strength of concrete is adding a fiber mat erial into the concrete. While to reduce a noise in a construction project, a self compacting concrete was a good choices in the project. This paper presents an exp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::07d343037d17a77b9abb8e19d264d684
https://doi.org/10.1063/1.5011500
https://doi.org/10.1063/1.5011500
Autor:
Baskoro Abdi Praja
Publikováno v:
MATEC Web of Conferences, Vol 138, p 02004 (2017)
Long-span bridges are usually designed with a service life of more than 20 years. Thus, it is required to consider factors that are affected by time. Creep and shrinkage are parameters to predict time-dependent behavior of a bridge. The purpose of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::86e0de7f5191c0c9f05bebadd84cb58e
https://doi.org/10.1051/matecconf/201713802004
https://doi.org/10.1051/matecconf/201713802004