Zobrazeno 1 - 10
of 124
pro vyhledávání: '"Maidiawati"'
Publikováno v:
Civil and Environmental Engineering, Vol 20, Iss 1, Pp 137-147 (2024)
Improving the strength and lateral stiffness values of the reinforced concrete structure can be done by installing the brick wall. The capacity of the reinforced concrete structure cannot be predicted if the wall equipped with openings. Developing th
Externí odkaz:
https://doaj.org/article/5210b8038cdf4d0392d3c0140a88bf76
Publikováno v:
Civil and Environmental Engineering, Vol 18, Iss 2, Pp 448-460 (2022)
A simple and accurate analytical model for defining the lateral strength of the multi-span RC frame with masonry infill has been developed in this study. This model is developed due to the limitation of the current analytical model which only can be
Externí odkaz:
https://doaj.org/article/cda06ba1f02a4014a392776ab8360802
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
Autor:
Yasushi Sanada, Maidiawati
Publikováno v:
Japan Architectural Review, Vol 1, Iss 1, Pp 109-117 (2018)
Abstract This study proposes a new analytical model to evaluate interactions between reinforced concrete (RC) columns and masonry infill. An infill is replaced by a diagonal strut and its width is defined by column/infill contact length. A calculatio
Externí odkaz:
https://doaj.org/article/f6918a6ae6c34236aff8fdcbb4387e07
Publikováno v:
Jurnal Teknik Sipil, Vol 24, Iss 2, Pp 145-152 (2017)
This paper presents the series of experimental tests of reinforced-concrete (R/C) frame structures infilled with solid brick wall and opening brick walls to evaluate contributions of brick infills with openings to lateral strength of RC frames. Four
Externí odkaz:
https://doaj.org/article/ce9efc3eae2e4c8e94e4e44dae0d473f
Autor:
Jafril Tanjung, Maidiawati
Publikováno v:
Jurnal Teknik Sipil, Vol 23, Iss 2, Pp 99-106 (2016)
Reinforced-Concrete (R/C) frame structures with unreinforced clay brick masonry (URM) infill walls are commonly used in developing countries with regions of high seismicity. The walls are usually treated as non-structural components, and their intera
Externí odkaz:
https://doaj.org/article/0686514a91c948038468a02038631edf
Autor:
Maidiawati, Agus
Publikováno v:
Jurnal Teknik Sipil, Vol 23, Iss 1, Pp 19-30 (2016)
A method for evaluating the seismic capacity of existing reinforced concrete (R/C) building was developed by implementing a diagonal strut model for considering brick infill effects. In this model, the strut width is presented as a function of frame-
Externí odkaz:
https://doaj.org/article/5d71163f295443ec9c931e23d713a7f5
Publikováno v:
E3S Web of Conferences, Vol 156, p 03004 (2020)
This paper presents the evaluation of the seismic performance of brick infilled RC frame structures with bed joint reinforcements based on reversed cyclic lateral load tests. Three specimens of the structural model of 1/4 scale-down single-story sing
Externí odkaz:
https://doaj.org/article/ca1d0b79cb7444958afd343e22318cb4
Autor:
Tanjung Jafril, Maidiawati
Publikováno v:
E3S Web of Conferences, Vol 156, p 05014 (2020)
This study focuses on the experimental works to define the behavior of the reinforced concrete (R/C) frame model with the strengthening of the brick masonry infill by using the embedded reinforcement bars subjected to lateral reversed cyclic loads. A
Externí odkaz:
https://doaj.org/article/be1f6544927e45a78d7c8a5943c3eff3
Publikováno v:
MATEC Web of Conferences, Vol 258, p 05009 (2019)
This paper will describe the seismic behaviour of masonry infilled RC frame with a central opening structure under reversed cyclic lateral loading. To achieve the purpose of this study, four 1/4-scale single story and single bay RC frame specimens we
Externí odkaz:
https://doaj.org/article/63ad02c49254413eb727ae533b4a3cd2