PERENCANAAN STRUKTUR GEDUNG @HOM HOTEL KUDUS BERDASARKAN SNI 03-1726-2012

Wibowo Budi; Januar Reza; Sri Tudjono; Parang Sabdono

PERENCANAAN STRUKTUR GEDUNG @HOM HOTEL KUDUS BERDASARKAN SNI 03-1726-2012

*Wibowo Budi - Jurusan Teknik Sipil FT. UNDIP, Indonesia

Januar Reza - Jurusan Teknik Sipil FT. UNDIP, Indonesia

Sri Tudjono - Jurusan Teknik Sipil FT. UNDIP, Indonesia

Parang Sabdono - Jurusan Teknik Sipil FT. UNDIP, Indonesia

How to cite (IEEE): W. Budi, J. Reza, S. Tudjono, and P. Sabdono, "PERENCANAAN STRUKTUR GEDUNG @HOM HOTEL KUDUS BERDASARKAN SNI 03-1726-2012," Jurnal Karya Teknik Sipil, vol. 4, no. 4, pp. 497-504, Feb. 2016. [Online]. Retrieved from :

How to cite (APA): Budi, W., Reza, J., Tudjono, S., & Sabdono, P. (2016). PERENCANAAN STRUKTUR GEDUNG @HOM HOTEL KUDUS BERDASARKAN SNI 03-1726-2012. Jurnal Karya Teknik Sipil, 4(4), 497-504. Retrieved from https://ejournal3.undip.ac.id/index.php/jkts/article/view/10618

How to cite (BCREC): Budi, W., Reza, J., Tudjono, S., Sabdono, P. (2016). PERENCANAAN STRUKTUR GEDUNG @HOM HOTEL KUDUS BERDASARKAN SNI 03-1726-2012. Jurnal Karya Teknik Sipil, 4 (4), 497-504 Retrieved from https://ejournal3.undip.ac.id/index.php/jkts/article/view/10618

How to cite (Chicago): Budi, Wibowo, Januar Reza, Sri Tudjono, and Parang Sabdono. "PERENCANAAN STRUKTUR GEDUNG @HOM HOTEL KUDUS BERDASARKAN SNI 03-1726-2012." Jurnal Karya Teknik Sipil 4, no. 4 (2015): 497-504. Accessed : April 8, 2025. https://ejournal3.undip.ac.id/index.php/jkts/article/view/10618

How to cite (Vancouver): Budi W, Reza J, Tudjono S, Sabdono P. PERENCANAAN STRUKTUR GEDUNG @HOM HOTEL KUDUS BERDASARKAN SNI 03-1726-2012. Jurnal Karya Teknik Sipil [Online]. 2016 Feb;4(4):497-504. Retrieved from: https://ejournal3.undip.ac.id/index.php/jkts/article/view/10618.

How to cite (Harvard): Budi, W., Reza, J., Tudjono, S., and Sabdono, P., 2016. PERENCANAAN STRUKTUR GEDUNG @HOM HOTEL KUDUS BERDASARKAN SNI 03-1726-2012. Jurnal Karya Teknik Sipil, [Online] Volume 4(4), pp. 497-504. Retrieved from: https://ejournal3.undip.ac.id/index.php/jkts/article/view/10618 [Accessed : 8 Apr. 2025].

How to cite (MLA8): Budi, Wibowo, Januar Reza, Sri Tudjono, and Parang Sabdono. "PERENCANAAN STRUKTUR GEDUNG @HOM HOTEL KUDUS BERDASARKAN SNI 03-1726-2012." Jurnal Karya Teknik Sipil, vol. 4, no. 4, 17 Feb. 2016, pp. 497-504 , https://ejournal3.undip.ac.id/index.php/jkts/article/view/10618. Retrieved : 8 Apr. 2025.

BibTex Citation Data :

@article{JKTS10618,
    author = {Wibowo Budi and Januar Reza and Sri Tudjono and Parang Sabdono},
    title = {PERENCANAAN STRUKTUR GEDUNG @HOM HOTEL KUDUS BERDASARKAN SNI 03-1726-2012},
    journal = {Jurnal Karya Teknik Sipil},
  volume = {4},
    number = {4},
    year = {2016},
    keywords = {Special moment resisting frame (SRPMK)},
    abstract = {The structure of @HOM Hotel Kudus building design by SNI 03-1726-2012. To obtain ductile structure, special moment resisting frame (SRPMK) used. The analysis of the structure using SAP2000 software. Loading structure refers to SNI 03-1727-2013. Required for earthquake resistant buildings should not happen bristle failure. Thus the plastic hinge detail and beam-column joint must be calculated correctly. Lateral deflection requirements beetween floors should be controlled so that the stiffness of structure is not soft.},
   pages = {497--504}    url = {https://ejournal3.undip.ac.id/index.php/jkts/article/view/10618}
}

Refworks Citation Data :

@article{{JKTS}{10618}, author = {Budi, W., Reza, J., Tudjono, S., Sabdono, P.}, title = {PERENCANAAN STRUKTUR GEDUNG @HOM HOTEL KUDUS BERDASARKAN SNI 03-1726-2012}, journal = {Jurnal Karya Teknik Sipil}, volume = {4}, number = {4}, year = {2016}, url = {https://ejournal3.undip.ac.id/index.php/jkts/article/view/10618} }

Citation Format:

Abstract

The structure of @HOM Hotel Kudus building design by SNI 03-1726-2012. To obtain ductile structure, special moment resisting frame (SRPMK) used. The analysis of the structure using SAP2000 software. Loading structure refers to SNI 03-1727-2013. Required for earthquake resistant buildings should not happen bristle failure. Thus the plastic hinge detail and beam-column joint must be calculated correctly. Lateral deflection requirements beetween floors should be controlled so that the stiffness of structure is not soft.

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Keywords: Special moment resisting frame (SRPMK)

Article Info

Section: Articles

Language : EN

In Volume 4, Nomor 4, Tahun 2015