Zobrazeno 1 - 10
of 108
pro vyhledávání: '"Iswandi, Imran"'
Autor:
Prasanti Widyasih Sarli, Pramudita Satria Palar, Yuni Azhari, Andri Setiawan, Yongky Sanjaya, Sophia C. Sharon, Iswandi Imran
Publikováno v:
Buildings, Vol 13, Iss 1, p 59 (2022)
Indonesia is located in a high-seismic-risk region with a significant number of non-engineered houses, which typically have a higher risk during earthquakes. Due to the wide variety of differences even among parameters within one building typology, i
Externí odkaz:
https://doaj.org/article/ee14ac4c0500486fae5040b6ca052dd3
Autor:
Johnny Setiawan, Iswandi Imran
Publikováno v:
Jurnal Teknik Sipil, Vol 10, Iss 2, Pp 166-184 (2019)
Terdapat cukup banyak perubahan pada SNI 1726-2012, salah satunya adalah adanya persyaratan batas geser dasar minimum (minimum base shear) yang tidak ada pada peraturan sebelumnya. Metode yang akan dilakukan adalah bangunan gedung dengan klasifikasi
Externí odkaz:
https://doaj.org/article/6dabc5b2bde6425eb0ad5ee95eb3c9b1
Publikováno v:
Jurnal Teknik Sipil, Vol 10, Iss 2, Pp 92-119 (2019)
Kejadian gempa bumi telah banyak menyebabkan runtuhnya dan robohnya bangunan beton bertulang terutama rumah dan gedung. Salah satu penyebabnya adalah banyaknya bangunan dibawah tujuh lantai termasuk rumah di bangun tanpa mengikuti peraturan yang ada.
Externí odkaz:
https://doaj.org/article/e8032f7fe6ef495eba43dac0b7e2407b
Autor:
Iswandi Imran, Ronald Simatupang
Publikováno v:
Jurnal Teknik Sipil, Vol 6, Iss 1, Pp 32-45 (2019)
Berdasarkan peraturan perencanaan beton bertulang untuk bangunan gedung (SNI 03-2847-02 Pasal 23), penulangan komponen struktur beton yang merupakan bagian dari sistem pemikul beban gempa sebaiknya menggunakan baja tulangan yang memiliki sifat-sifat
Externí odkaz:
https://doaj.org/article/91bc7aabbf0f4f6887bb5ac4e30c1517
Publikováno v:
Civil Engineering Dimension, Vol 21, Iss 1, Pp 19-28 (2019)
Indonesia is a high seismic region and one of the most vulnerable countries prone to experiencing damaging earthquakes. It is critical that lifeline infrastructure remain operational or is quickly remediated after an earthquake to minimise physical,
Externí odkaz:
https://doaj.org/article/ed331242d49b44519c7385df46645403
Autor:
Dian Kusumawati, David P. Sahara, Sri Widiyantoro, Andri Dian Nugraha, Muzli Muzli, Iswandi Imran, Nanang T. Puspito, Zulfakriza Zulfakriza
Publikováno v:
Frontiers in Earth Science, Vol 8 (2021)
Herein, we applied the fault instability criterion and integrated it with the static Coulomb stress change (ΔCFS) to infer the mechanism of the 2016 Mw 6.5 Pidie Jaya earthquake and its aftershock distribution. Several possible causative faults have
Externí odkaz:
https://doaj.org/article/a36187b8dc3049288df7105a3600dd57
Publikováno v:
Media Komunikasi Teknik Sipil, Vol 24, Iss 2, Pp 131-139 (2018)
Crossties that was installed as a confinement in the compression zone of the beam is proven can increase the ductility, especially when receiving the earthquake load. Using an experimental study, this paper explains the effect of crossties which was
Externí odkaz:
https://doaj.org/article/81621c401b8f4d56a2acbe6c5fb58de3
Autor:
Muslinang Moestopo, Iswandi Imran, Dionysius M. Siringoringo, James Michael, Erwin Lim, Shinsuke Yamazaki
Publikováno v:
Structures. 46:1154-1170
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a01c49c9c2ac3a20af97847eaf23657
https://doi.org/10.1016/j.istruc.2022.11.003
https://doi.org/10.1016/j.istruc.2022.11.003
Publikováno v:
Jurnal Teknik Sipil, Vol 24, Iss 2, Pp 159-166 (2017)
Several damaging earthquakes occured in the last decades in Indonesia have alerted the government to mitigate future damages due to earthquake. One of method to minimize the damages is by performing seismic hazard assessment and risk evaluation as th
Externí odkaz:
https://doaj.org/article/8cbc8fa9c61048cca8746877355dafbb
Publikováno v:
Jurnal Teknik Sipil, Vol 24, Iss 1, Pp 51-60 (2017)
This study was conducted to evaluate the increasing strength of circular reinforced concrete column specimens with non-compliance confinement reinforcements strengthened by pen-binder and FRP. The test specimens were circular column 190 mm diameter a
Externí odkaz:
https://doaj.org/article/b3bf46d286974e2b8053103860758064