Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Angga Fajar Setiawan"'
Autor:
Alvin Kurniawan Santoso, Djoko Sulistyo, Ali Awaludin, Angga Fajar Setiawan, Iman Satyarno, Sidiq Purnomo, Ignatius Harry
Publikováno v:
International Journal of Technology, Vol 15, Iss 5, Pp 1321-1330 (2024)
Several bridges in Indonesia are designed using elastomeric bearing (ERB) with a low capability of reducing seismic responses. This results in a significant demand for larger pier cross-sectional dimensions and a greater number of reinforcements,
Externí odkaz:
https://doaj.org/article/5f6fa7e3b5a94875897c928911e2c99e
Autor:
Ananda Elnish Fiqhunissa, Iman Satyarno, Angga Fajar Setiawan, Mariyana Aida Ab Kadir, Muhamad Fauzi Darmawan
Publikováno v:
Journal of the Civil Engineering Forum, Vol 10, Iss 3 (2024)
This study discusses the seismic performance evaluation of an irregular auditorium building. The building is an educational facility which has roof span up to 46 meters, column height up to 10 meters, beam span up to 15 meters, cantilever up to 6.50
Externí odkaz:
https://doaj.org/article/e3a87f4af2c34b578226922318ffcd4b
Publikováno v:
Civil Engineering Dimension, Vol 25, Iss 1 (2023)
This study is aimed to compare the seismic performance of simply supported hollow slab on pile group (SHSPG) structures designed as “critical” and “essential” viaducts with shear panel damper (SPD) devices. There were three numerical models t
Externí odkaz:
https://doaj.org/article/207b476ecbc04302a2537ad198d06f24
Autor:
Alvin Kurniawan Santoso, Djoko Sulistyo, Ali Awaludin, Angga Fajar Setiawan, Iman Satyarno, Sidiq Purnomo, Ignatius Harry
Publikováno v:
Civil Engineering Dimension, Vol 24, Iss 1 (2022)
This study compares the influence of elastomeric rubber bearing (ERB) as the regular bearing support and lead rubber bearing (LRB) as the seismic isolation device on the seismic performance of a seven-span simply supported prestressed concrete (PSC)
Externí odkaz:
https://doaj.org/article/837bc748e84a41db9472b10aaaacba2b
Publikováno v:
Journal of the Civil Engineering Forum, Vol 8, Iss 2 (2022)
This study aims to determine the finite element analysis of a BSPD-SHS (bi-directional shear panel damper with a square hollow section) device, to dissipate the seismic excitation energy through the lateral relative displacement between the pier and
Externí odkaz:
https://doaj.org/article/c3a352c21eda4766bec9848f93a70a70
Publikováno v:
Journal of the Civil Engineering Forum, Vol 5, Iss 3, Pp 275-288 (2019)
The connection system is a critical part of Timber – Concrete Composite (TCC) floor structures. The behaviour of the connection needs to be known to predict the behaviour of composite structure accurately. Screws are one kind of connector that most
Externí odkaz:
https://doaj.org/article/797055c12f73479a9f44431c89ec72c9
Publikováno v:
Journal of the Civil Engineering Forum. :157-168
This study aims to determine the finite element analysis of a BSPD-SHS (bi-directional shear panel damper with a square hollow section) device, to dissipate the seismic excitation energy through the lateral relative displacement between the pier and
Autor:
Fitrotun Aliyah, Angga Fajar Setiawan, Imam Kambali, Yasmin Md Radzi, Umar Sahiful Hidayat, Argo Satrio Wicaksono, Arrijalu Fadhli Robbi, Azhar Abdul Rahman
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37009c8e289a85b9d765a8a823dc1bac
https://doi.org/10.2139/ssrn.4423234
https://doi.org/10.2139/ssrn.4423234
Publikováno v:
Construction and Building Materials. 382:131360
Autor:
Ali Awaludin, Urwatul Wusqo, Angga Fajar Setiawan, Bambang Suhendro, Suprapto Siwosukarto, Achmad Basuki, Adrian Leijten
Publikováno v:
Open Journal of Civil Engineering, 11, 434-450. Scientific Research
This paper investigates an open web truss joist (OWTJ) made of laminated veneer lumber (LVL) Paraserianthes falctaria as a prefabricated timber-concrete composite floor system. The four-point bending test showed that structural performances of the OW