Zobrazeno 1 - 10
of 71
pro vyhledávání: '"Elisa Lumantarna"'
Publikováno v:
CivilEng, Vol 4, Iss 1, Pp 270-291 (2023)
This paper aims to show the application of site-specific response spectra in the analysis of buildings that are supported by lightly reinforced precast concrete walls. Previous surveys on load-bearing precast reinforced concrete walls in multi-storey
Externí odkaz:
https://doaj.org/article/76d1ab79dd2743feafc5cde22e33c07b
Publikováno v:
CivilEng, Vol 4, Iss 1, Pp 134-150 (2023)
This paper is aimed at giving structural designers guidance on how to make use of elastic site-specific response spectra for the dynamic modal analysis of a structure in support of its structural design. The use of response spectra in support of the
Externí odkaz:
https://doaj.org/article/b92bad1e83104219a8e1182517d82e93
Publikováno v:
CivilEng, Vol 4, Iss 1, Pp 248-269 (2023)
This paper aims at giving structural designers guidance on how to transform seismic demand on a building structure from two-dimensional (2D) to three-dimensional (3D) in an expedient manner, taking into account amplification of the torsional actions.
Externí odkaz:
https://doaj.org/article/d13781b18f244f0ca5ed923251806ddb
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-12 (2021)
Abstract Steel fibre (SF) reinforcement has been shown to improve the ductility of high strength concrete (HSC), which is known to be brittle. Research conducted to date on steel fibre reinforced concrete and its effects have emphasised post-failure
Externí odkaz:
https://doaj.org/article/9b71c15d9a8a457aa4025ee9e3cec4e4
Autor:
Prashidha Khatiwada, Elisa Lumantarna
Publikováno v:
CivilEng, Vol 2, Iss 2, Pp 290-308 (2021)
This article proposes a simplified method for determining the elastic radius ratio of the multi-storey reinforced concrete building. The elastic radius ratio is the benchmark parameter of the buildings in determining torsional stability during an ear
Externí odkaz:
https://doaj.org/article/8c3b1f6468b0486ca15e93c4049b183a
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
Publikováno v:
Buildings, Vol 11, Iss 1, p 13 (2020)
Buildings possessing an asymmetrical arrangement of structural elements are torsionally unbalanced and can be vulnerable in a seismic event. Building codes of practices typically recommend the use of three-dimensional dynamic analysis to determine th
Externí odkaz:
https://doaj.org/article/5bc23adf0c134adf969a2dfda94eb04d
Publikováno v:
Journal of Marine Science and Engineering, Vol 8, Iss 5, p 358 (2020)
A precast reinforced concrete (RC) T-beam located in seaport Terminal Peti Kemas (TPS) Surabaya built in 1984 is used as a case study to test the accuracy of non-destructive test techniques against more traditional bridge evaluation tools. This bridg
Externí odkaz:
https://doaj.org/article/4167d7e403e84fa39af94ff0a01df75a
Autor:
M. Maizuar, Elisa Lumantarna, M. Sofi, Y. Oktavianus, Lihai Zhang, Colin Duffield, Priyan Mendis, H. Widyastuti
Publikováno v:
Electronic Journal of Structural Engineering, Vol 18, Iss 1 (2018)
Structural deterioration of critical transport infrastructures (e.g., bridges) represents trillion dollars of transportation budget. Inspection and monitoring structural deterioration of bridge structures require an innovative method for an improved
Externí odkaz:
https://doaj.org/article/286f987f157a40e082c697012a6e5a0f
Autor:
Y. Oktavianus, M. Sofi, Elisa Lumantarna, M. Maizuar, Priyan Mendis, Colin Duffield, Abbas Rajabifard, H. Widyastuti
Publikováno v:
Electronic Journal of Structural Engineering, Vol 18, Iss 1 (2018)
Consideration of degradation due to harsh environments, overweight vehicles, increasing traffic and frequent earthquake events are some of the challenges to overcome when designing reinforced concrete bridges. Structural elements can be affected by a
Externí odkaz:
https://doaj.org/article/70f4081a3de446499da42e09e6043cf4