BibTex Citation Data :
@article{JKTS4084, author = {Andy Purwanto and Muhammad Prayogy and Ilham Nurhuda and Parang Sabdono}, title = {PERENCANAAN STRUKTUR BANGUNAN GEDUNG HOTEL HORISON PEKALONGAN}, journal = {Jurnal Karya Teknik Sipil}, volume = {2}, number = {2}, year = {2013}, keywords = {Fully Elastic; Partially Ductile; Fully Ductile; Vibration Period; SRPMK}, abstract = { Design of highrise buildin g includes design of structure elements such as floor slabs, stairs, beam-colum n frames and foundations to withstand all working loads. Therefore, an engineer should select the most appropriate structural system such as full y elastic, partially ductile or fully ductil e. The structure of Horison Hotel Pekalongan is designed to apply Special Moment Resisting Frame System (SRPMK) based on Indonesia building codes and standard. The structure analysis was conducted using ETABS v.9.7.1 software. The seismic analysis using the response spectrum dynamic analysis obtained the value of maximum vibration period of 1.74 seconds and design seismic force (V) = 344.18 ton. The internal forces calculated from ETABS v.9.7.1 were used to determine the amount of reinforcement required by the structure. Results obtained from the design show that Special Moment Resisting Frame System (SRPMK) used in Horison Hotel Pekalongan is capable of supporting all working loads considered in the analysis. }, pages = {291--297} url = {https://ejournal3.undip.ac.id/index.php/jkts/article/view/4084} }
Refworks Citation Data :
Design of highrise building includes design of structure elements such as floor slabs, stairs, beam-column frames and foundations to withstand all working loads. Therefore, an engineer should select the most appropriate structural system such as fully elastic, partially ductile or fully ductile. The structure of Horison Hotel Pekalongan is designed to apply Special Moment Resisting Frame System (SRPMK) based on Indonesia building codes and standard. The structure analysis was conducted using ETABS v.9.7.1 software. The seismic analysis using the response spectrum dynamic analysis obtained the value of maximum vibration period of 1.74 seconds and design seismic force (V) = 344.18 ton. The internal forces calculated from ETABS v.9.7.1 were used to determine the amount of reinforcement required by the structure. Results obtained from the design show that Special Moment Resisting Frame System (SRPMK) used in Horison Hotel Pekalongan is capable of supporting all working loads considered in the analysis.
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