BibTex Citation Data :
@article{JKTS3986, author = {Desy Rianti and Ahmad Prawira and Himawan Indarto and Parang Sabdono}, title = {PERENCANAAN STRUKTUR GEDUNG KULIAH LIMA LANTAI DI KOTA SEMARANG (Dengan Menggunakan Metode SRPMK}, journal = {Jurnal Karya Teknik Sipil}, volume = {2}, number = {3}, year = {2013}, keywords = {Spesial Moment Resisting Frame System (SMRFS); Capacity Design; Spectrum Respons; Indonesian Seismic Code (SNI 03-1726-2010)}, abstract = { The structural of college building planned in Semarang, which the structure of the building is design ed by using the Spe c ial Moment Resisting Frame System (SMRFS) based on ” Indonesian Concrete Code (SNI 03-2847-2002)”, while the analysis of earthquake load uses response spectrum method based on “Indonesian Seismic Code (SNI 03-1726-2010) ”. The design structural of these college building using“Capacity Design” concept. As for using this concept has purpose what if strong earthquake happens, that cause forms plastic hinge on structural elements which is desired appeared on the beams. To guarantee plastic hinge happens on the beams, so the coloumns must be designed stronger than the beams (Strong Column Weak Beam Concept). The analysis of the structure is using SAP2000 computer program version 14. As the result of calculations showed that structural element of building is safe based on analyze. }, pages = {255--262} url = {https://ejournal3.undip.ac.id/index.php/jkts/article/view/3986} }
Refworks Citation Data :
The structural of college building planned in Semarang, which the structure of the building is designed by using the Special Moment Resisting Frame System (SMRFS) based on ”Indonesian Concrete Code (SNI 03-2847-2002)”, while the analysis of earthquake load uses response spectrum method based on “Indonesian Seismic Code (SNI 03-1726-2010)”. The design structural of these college building using“Capacity Design” concept. As for using this concept has purpose what if strong earthquake happens, that cause forms plastic hinge on structural elements which is desired appeared on the beams. To guarantee plastic hinge happens on the beams, so the coloumns must be designed stronger than the beams (Strong Column Weak Beam Concept). The analysis of the structure is using SAP2000 computer program version 14. As the result of calculations showed that structural element of building is safe based on analyze.
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