Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Junaedi Utomo"'
Publikováno v:
Media Komunikasi Teknik Sipil, Vol 28, Iss 1, Pp 59-66 (2022)
Pengembangan sistem struktur yang tidak menggunakan balok sebagai komponen utama pertama kali diajukan oleh Turner pada tahun 1906. Sistem struktur ini lebih dikenal dengan flat slab. Struktur flat slab didukung oleh kepala kolom dan drop panel, atau
Externí odkaz:
https://doaj.org/article/fdc9359698de4adbbefe431c3f565ef6
Publikováno v:
Civil Engineering Dimension, Vol 23, Iss 2 (2021)
Carbon Fiber Reinforced Polymers (CFRP) are widely used as external concrete reinforcement. The behavior of T-beams strengthened in shear and flexure using CFRP sheets and plates was studied to analyze the load carrying capacity and failure mode as c
Externí odkaz:
https://doaj.org/article/b624d320ba8f4a218518eed4250893ac
Publikováno v:
Media Komunikasi Teknik Sipil, Vol 25, Iss 1, Pp 27-37 (2019)
Seismic performance of reinforced concrete frame Buildings which have been designed as Special Moment Resisting Frames in accordance to three Indonesian codes (SNI 1727-2013, SNI 1726-2012 and SNI 2847-2013) can be evaluated using nonlinear dynamic a
Externí odkaz:
https://doaj.org/article/c65b973eb92a45ab89f8ec4c1b426ed3
Publikováno v:
Civil Engineering Dimension, Vol 23, Iss 1 (2021)
A resilience and seismic safety evaluation method of under-qualified concrete structures designed based on codes prior to the introduction of earthquake provisions is presented. A numerical method for evaluating and improving a structure’s performa
Externí odkaz:
https://doaj.org/article/ee3099f8ebc242e2b5d72fe98d50c4c8
Publikováno v:
Jurnal Teknik Sipil. 17:103-111
Externally Bonded Carbon Fiber Reinforced Polymer (EB-CFRP) with U-wrap is one of the alternative external strengthening of modern reinforced concrete beams, which has been proven effective in significantly increasing flexural and deformation capacit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::892c55b349c468c755a9796fa0fad546
https://doi.org/10.24002/jts.v17i2.7021
https://doi.org/10.24002/jts.v17i2.7021
Publikováno v:
MEDIA KOMUNIKASI TEKNIK SIPIL. 28:59-66
Structural systems that do not use a beam as the main component were first developed by Turner in 1906. This structural system is better known as a flat slab. The flat slab structure is supported by column heads and drop panels, or without drop panel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7621f04db3baf78838edd7fab223d35a
https://doi.org/10.14710/mkts.v28i1.38184
https://doi.org/10.14710/mkts.v28i1.38184
Publikováno v:
SONDIR. 5:23-30
Seiring berkembangnya dunia arsitektural, teknik sipil sebagai penopang utama dalam teknologi struktur juga dituntut untuk mencapai batas-batas yang makin tinggi dan makin besar. Banyak bangunan didesain dengan kajian arsitektural memberikan efek per
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a3bd81b6d505196c625885cf34166de8
https://doi.org/10.36040/sondir.v5i2.4197
https://doi.org/10.36040/sondir.v5i2.4197
Publikováno v:
Civil Engineering Dimension. 23:9-19
A resilience and seismic safety evaluation method of under-qualified concrete structures designed based on codes prior to the introduction of earthquake provisions is presented. A numerical method for evaluating and improving a structure’s performa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::50fc3657d9e3ea17db2cd1b840f4b583
https://doi.org/10.9744/ced.23.1.9-19
https://doi.org/10.9744/ced.23.1.9-19
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811679230
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0987fee9acbe14190f9d81043d8c8c98
https://doi.org/10.1007/978-981-16-7924-7_10
https://doi.org/10.1007/978-981-16-7924-7_10
Autor:
Junaedi Utomo, Antonius
Publikováno v:
MATEC Web of Conferences, Vol 195, p 02014 (2018)
Earthquake resiliency of moment resisting frames, either new or existing ones, are important for maintaining community functionality. Improving earthquake resiliency needs a strong initiative in reducing earthquake risk. Steel pipe dampers can be use
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4b197c6cb16d71a9a47957cd1ca8d4ea
https://doaj.org/article/4325cbfb4818407bb5eaf1095d83c40b
https://doaj.org/article/4325cbfb4818407bb5eaf1095d83c40b