Zobrazeno 1 - 10
of 117
pro vyhledávání: '"Masrilayanti"'
Autor:
Masrilayanti Masrilayanti, Nasution Ade Prayoga, Kurniawan Ruddy, Tanjung Jafril, Sarmayenti Sarmayenti
Publikováno v:
Civil and Environmental Engineering, Vol 17, Iss 1, Pp 209-218 (2021)
The seismic performance of a bridge can be shown by analyzing the vulnerability of the structure in resisting an earthquake motion and then developing into fragility curves. This study presents a convenient method to establish the fragility curve for
Externí odkaz:
https://doaj.org/article/ba011bd0d039437d80b93d8475f57620
Publikováno v:
E3S Web of Conferences, Vol 464, p 15010 (2023)
In structural designing, commonly the brickwall is only considered as a gravity load acting on the beam. On the other words, the wall in the building structure is assumed as a non-structural component. In this paper, the structural performance of a t
Externí odkaz:
https://doaj.org/article/483a3f42cee5487daca8b4c7a68fcd92
Autor:
Fitri Arniza, Pratama Hastha Yuda, Masrilayanti, Lestari Fera, Pramita Galuh, Pratiwi Dian, Roza Angelalia
Publikováno v:
E3S Web of Conferences, Vol 464, p 11006 (2023)
Earthworks (land cutting and filling) are crucial initial stages before undertaking the road and bridge projects. These work processes are carried out to achieve the road's desired elevation and soil density according to the project plan. Land’s cu
Externí odkaz:
https://doaj.org/article/cd252b8922ca43e88bbda914fff8b911
Publikováno v:
E3S Web of Conferences, Vol 429, p 05024 (2023)
Indonesia is a developing country that is experiencing rapid development growth. According to the Central Statistics Agency, in 2020 the population of Indonesia will be 270.20 million people. The increase in population from year-to-year results in in
Externí odkaz:
https://doaj.org/article/db0b995aed3f420bbeb6d41b0740926b
Publikováno v:
Buildings, Vol 12, Iss 10, p 1496 (2022)
A series of structural tests were conducted to examine the seismic performance of masonry infills strengthened with particular materials on infilled reinforced concrete (RC) frame structures. Six 1:4 scaled-down RC frame specimens had been prepared,
Externí odkaz:
https://doaj.org/article/97185672b2494fdc9687b09abe7d33e3
Publikováno v:
E3S Web of Conferences, Vol 331, p 05007 (2021)
Setback irregularities are considered where discontinuity between adjacent stories is excessive. This irregularity caused the probability of high damage at structures subjected to strong earthquake motion. For this purpose, this study was conducted b
Externí odkaz:
https://doaj.org/article/7c57980c09534a6e9873afd4c7f2ed5b
Publikováno v:
E3S Web of Conferences, Vol 331, p 07013 (2021)
Earthquakes are known as one of the disasters that have fatal consequences for human safety. However, inevitably, the earthquake itself is not the leading cause of the losses suffered by humans, both material and soul. The most powerful thing in huma
Externí odkaz:
https://doaj.org/article/ca2a6ddf729748a29dec199378c996a7
Publikováno v:
E3S Web of Conferences, Vol 156, p 04007 (2020)
The city of Padang, the capital of West Sumatra, has 1 million populations and located on the west coast of Sumatra. The city situated at two earthquake sources that are subduction zone in the Indian Ocean and Sumatra fault inland of Sumatra. Since t
Externí odkaz:
https://doaj.org/article/ac7cf296e7b84641b9bf1e36f93028e3
Publikováno v:
E3S Web of Conferences, Vol 156, p 05003 (2020)
For cable-stayed bridge, pylon and girder are one of the most important factors in the design process. Because of the length this structure, it needs to consider the type of the soil because different soil type can be resulting a different earthquake
Externí odkaz:
https://doaj.org/article/df13681f31ce4def9c843cf83560276f
Publikováno v:
MATEC Web of Conferences, Vol 276, p 01037 (2019)
This paper describes the behaviour of the longitudinal and cross girder of cable-stayed bridge due to multi-support excitation. Cablestayed bridges should be analysed by different support accelerations since generally they have long spans. In this re
Externí odkaz:
https://doaj.org/article/db868cc2ee7b401e84278980c131c9ee