Utjecaj otvora na krutost ispunjenih okvira

doi:10.14256/jce.1155.2014

Cited by 3 publications

(1 citation statement)

References 23 publications

Supporting

Mentioning

Contrasting

Unclassified

Order By: Relevance

“…Berikut ini matrik beam dan struts dengan ordo yang sudah disamakan. Berdasarkan gambar kerusakan dinding yang diakibat gempa bumi di Pidi Aceh pada 9 Desember 2016 diatas dapat digambarkan arah retak dinding membentuk "garis diagonal kiri atas ke kanan bawah" "garis diagonal kanan atas ke kiri bawah", arah retakan vertikal terjadi pada pasangan keramik dinding dan pada daerah "kusen terjadi retakan arah kombinasi " (Cetisli, 2015;Farooquddin, 2000;Kumar, 2017;Marwahyudi, 2019;Sindagi, 2014). Beberapa gambar diatas menunjukkan ketidakmampuan gedung dalam memikul gaya luar.…”

Section: Metode Penelitianunclassified

Stiffness Dinding Batu Bata Meningkatkan Kekuatan Struktur

Marwahyudi

2020

ASTONJADRO

View full text Add to dashboard Cite

ABSTRAKStiffness atau kekakuan didefinisikan besar gaya yang menggerakan benda sejauh simpangan tertentu. Pada struktur gedung milai kuat tekan, simpangan sangat mempengaruhi kekuatan gedung. Nilai kuat tekan beton bisa dihitung dilaboraturim dan untuk nilai simpangan dapat dihitung dengan aplikasi software. Pada perencana gedung dalam merencana gedung kebanyakan tidak mempertimbangkan nilai kekuatan yang disumbangkan oleh dinding batu bata. Berdasarkan observasi dilapangan terkait gedung yang terpapar gempa, banyak sekali dinding mengalami kerusakan. Kondisi ini mengambarkan bahwa dinding mendapatkan gaya sehingga mengalami kerusakan. Kerusakan yang ada dapat terlihat maupun belum terlihat oleh penglihatan. Beberapa kerusakan dilapangan menarik untuk dianalisis terkait kerusakannya. Analisis tersebut mengunakan metode matematika matrik. Metode ini untuk mengetahui seberapa kemampuan menahan gaya lateral. Kemampuan dinding menahan gaya lateral sangat diperlukan dalam kekuatan struktur. Sehingga kemampuan dinding menahangaya lateral akan mempengaruhi kekuatan struktur. Kemampuan dinding batu bata menahan gaya lateral dinyatakan sebagai nilai stiffness. Kata kunci: Kekuatan struktur, gaya lateral Stiffness

show abstract

Section: Metode Penelitianunclassified

Stiffness Dinding Batu Bata Meningkatkan Kekuatan Struktur

Marwahyudi

2020

ASTONJADRO

View full text Add to dashboard Cite

show abstract

Numerical study of the seismic retrofitting of masonry‐Infilled RC frames with openings using TRM

Filippou

Kyriakides

Chrysostomou

2023

Earthq Engng Struct Dyn

View full text Add to dashboard Cite

The seismic retrofitting of existing masonry-infilled reinforced-concrete (RC) frame buildings is one major challenge of earthquake risk mitigation. In this paper, the use of promising novel alternative composite material, namely textile reinforced mortar (TRM) for seismic retrofitting masonry-infilled RC frames with central openings is examined numerically, to the best knowledge of the authors, for the first time ever. This is achieved by performing a parametric study on a validated 2D numerical model of a three-story masonry-infilled RC frame with and without TRM considering different size of central openings. This parametric study aims to examine (i) the influence of central openings on the lateral response of masonry-infilled RC frames subjected to cyclic loading and (ii) the lateral response of the three-story masonry-infilled RC frame with central openings retrofitted with TRM under cyclic loading. From the results obtained in this study, it was concluded that TRM contributes to increase the lateral capacity, stiffness, and the dissipated energy of infilled frames with openings and at the same time provides a more ductile behavior by delaying the strength and the stiffness degradation of infilled frames due to openings and further by delaying or even preventing brittle failures that occur on infilled frames due to the presence of the opening. New stiffness reduction factors for infilled frames with openings, and for TRM-retrofitted infilled frames with openings are also proposed, which can be used with an equivalent compression strut model and with a tension tiemodel as an everyday practice tool for simulating infilled frames with central openings along the diagonal of the infill wall with and without TRM. A numerical sensitivity analysis is also performed aiming to investigate the influence of (i) the TRM reinforcement ratio and (ii) the type of mortar used for binding the textile reinforcement on the lateral response of the three-story masonry-infilled RC frame retrofitted with TRM subjected to cyclic loading. This study showed that by increasing the reinforcement ratio, or by using high-strength mortars for binding the textile reinforcement, the lateral capacity of infilled frames is increased leading to a more ductile behavior, but this increase is not proportional to the increase This is an open access article under the terms of the Creative Commons Attribution-NonCommercial-NoDerivs License, which permits use and distribution in any medium, provided the original work is properly cited, the use is non-commercial and no modifications or adaptations are made.

show abstract

A Correction Factor Proposal for the Determination of Nonlinear Behavior of Structural Frame

Cakir

Cetisli

2019

Arab J Sci Eng

View full text Add to dashboard Cite

Utjecaj otvora na krutost ispunjenih okvira

Cited by 3 publications

References 23 publications

Stiffness Dinding Batu Bata Meningkatkan Kekuatan Struktur

Stiffness Dinding Batu Bata Meningkatkan Kekuatan Struktur

Numerical study of the seismic retrofitting of masonry‐Infilled RC frames with openings using TRM

A Correction Factor Proposal for the Determination of Nonlinear Behavior of Structural Frame

Contact Info

Product

Resources

About