STUDI PERBAIKAN ELEMEN BALOK STRUKTUR BANGUNAN GEDUNG DENGAN SISTEM BALOK KOMPOSIT
Abstrak
In the last few years we often hear of many buildings that have been damaged or collapse caused by many factorssuch as design errors, overloading, wrong construction method, fire, or earthquakes. Various methods of structuralreinforcement and retrofitting have been developed with the aim of finding the most effective and efficient methods.In this research is used retrofitting method by adding profile steel structure in reinforced concrete beam. This methodis done by adding the WF steel profile to the reinforced concrete beam which will increase the moment of inertia sothat it will improve the ability of the structure to hold the working load. Used steel WF 250.125.6.9, as areinforcement using shear connector. With the addition of this steel profile the beam strength is eligible to withstandthe loads.Referensi
Badan Standarisasi Nasional, 2002, Tata Cara Perencanaan Struktur Beton untuk Bangunan Gedung, Bandung.
Dipohusodo,I., 1994, Struktur Beton, PT. Gramedia Pustaka Utama, Jakarta.
Ferguson, J., dan Cowan, M., 1986, Struktur Beton Bertulang Edisi kesatu, Penerbit Erlangga, Jakarta.
Nawi, E.G., 1998, Beton Bertulang Suatu Pendekatan, Rafika Aditama, Bandung.
Nasution, Amrinsyah, 2009, Analisis dan Desain Struktur Beton Bertulang, Penerbit ITB, Bandung.
Park, R dan Paulay, T., 1974, Reinforced Concrete Structure, A Wiley-Intersciens Publication, New York.
Triwiyono, A., 2004, Perbaikan dan Perkuatan Struktur Beton, Topik Bahan Ajar, UGM, Yogyakarta.
Unduhan
Diterbitkan
2018-08-28
Terbitan
Bagian
SIPIL & KEAIRAN, TRANSPORTASI, DAN MITIGASI BENCANA
