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Sudarno Tampubolon
Pág. 56 - 63
Pertemuan antara balok-kolom pada beton bertulang merupakan bagian dari struktur yang sangat kritis bila terjadi gempa bumi. Hal ini dapat terjadi karena balok-kolom menerima gaya geser yang besar dan sering tidak diberi pendetailan yang baik. Studi anal...
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Hafiz Riadi, Abdullah Abdullah
Pág. 78 - 84
Pada penelitian ini diuji 4 buah balok Beton Ringan Busa (BRB) berukuran 15 x 30 x 220 cm yang direncanakan mengalami gagal geser. Variabel yang diteliti adalah variasi jarak sengkang; 20 cm, 25 cm dan tanpa sengkang. Sebagai pembanding, dipersiapkan bal...
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Octavian George Ilinoiu
Pág. pp. 47 - 54
Note from the Editor:In Indonesia, although cost of formwork contributes significantly to the total reinforced concrete construction cost and formwork failure will result in a very complicated construction problem, formwork design is often neglected and ...
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George Ilinoiu
Pág. pp. 101 - 108
Perencanaan bekisting (Form Work) merupakan bagian penting dalam pelaksanaan struktur beton bertulang, bila tidak direncanakan dengan baik, tidak jarang kegagalan bekisting menyebabkan masalah pelaksanaan yang cukup rumit. Bekisting juga menjadi komponen...
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Bambang Sabariman,Rachmat Purwono,Priyosulistyo Priyosulistyo
Pág. pp. 7 - 14
Conduit (pipes) in reinforced concrete columns is still used to date. ACI 318M-95 code limits the hole up to maximum 4% of the column cross sectional area. If the percentage is more than 4%, its effect toward its strength should be considered. But the Co...
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Rachmat Purwono
Pág. pp. 113 - 114
Abstract in Bahasa Indonesia :
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Takim Andriono,Abraham Abraham,L. David A.T.,Wong Foek Tjong
Pág. pp. 51 - 59
Recently, displacement-based seismic design concept is being developed. According to this concept, structures are designed based on a certain displacement target. This paper presents the application of the displacement-based design concept to reinforce...
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Gideon Hadi Kusuma
Pág. pp. 9 - 21
In partially prestressed concrete, crack width is rarely calculated. The crack width was controlled only by limiting the steel stress. This paper introduced crack width calculations which has been developed in America (ACI). The calculations show that fa...
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Takim Andriono,Gideon Hadi Kusuma
Pág. pp. 1 - 8
In order to anticipate the impact of face loading due to severe earthquakes on infilled wall panels of a frame structure, the maximum area or span of these panels needs to be restricted as recommended in the Design Manual for Ordinary Reinforced Concrete...
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