DESAIN ULANG GEDUNG HOTEL RISS YOGYAKARTA DENGAN PENYEDERHANAAN VARIASI DIMENSI ELEMEN STRUKTUR (BALOK DAN KOLOM)
Security aspects of a building can not be tolerated because it is directly related to the safety of the building users. Other than that in terms of difficulty when carrying out such work must be considered as to minimize the occurrence of errors during the implementation takes place. Therefore plann...
| Main Authors: | , |
|---|---|
| Format: | Thesis |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2013
|
| Subjects: |
| _version_ | 1826047095933501440 |
|---|---|
| author | , MOEMPOEN HIRAWAN PRANATA , Dr. Ir. H. Muslikh, M.Sc., M.Phil |
| author_facet | , MOEMPOEN HIRAWAN PRANATA , Dr. Ir. H. Muslikh, M.Sc., M.Phil |
| author_sort | , MOEMPOEN HIRAWAN PRANATA |
| collection | UGM |
| description | Security aspects of a building can not be tolerated because it is directly
related to the safety of the building users. Other than that in terms of difficulty
when carrying out such work must be considered as to minimize the occurrence
of errors during the implementation takes place. Therefore planners should plan
for a building is effectively and efficiently to avoid errors that may occur during
the implementation.
RISS Hotel Yogyakarta is located at Gowongan Kidul 33-34 Yogyakarta
is one of the buildings that have a variety of dimensions, columns and beams.
Because it can lead to errors during the implementation, the authors attempt to
redesign the building to simplify the dimensional variations, while still meeting
the requirements of new building, both in terms of safety and comfort according
to the rules that have been applied in Indonesia.
Results of analysis of buildings RISS Hotel Yogyakarta after
simplification dimensional variations columns and beams, still has the ability to
support the loads acting on the building both bending loads and shear loads.
Heavy reinforcement beams and columns on As G1 - G4 needs more light,
amounting to 2.09% and 41.82% of the exsisting conditions, and for the volume
of concrete beams and columns on As G1 - G4 is needed is smaller, amounting to
0.62% and 3.62% of the exsisting conditions. Heavy reinforcement for beams and
columns on As A5 - D5 needed more light, which amounted to 37.32% and
28.05% of the exsisting conditions, and for the volume of concrete beams and
columns on As A5 - D5 is needed is smaller, amounting to 3.78% and 4.36% of
the exsisting conditions |
| first_indexed | 2024-03-13T23:04:48Z |
| format | Thesis |
| id | oai:generic.eprints.org:123786 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T23:04:48Z |
| publishDate | 2013 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:1237862016-03-04T08:40:22Z https://repository.ugm.ac.id/123786/ DESAIN ULANG GEDUNG HOTEL RISS YOGYAKARTA DENGAN PENYEDERHANAAN VARIASI DIMENSI ELEMEN STRUKTUR (BALOK DAN KOLOM) , MOEMPOEN HIRAWAN PRANATA , Dr. Ir. H. Muslikh, M.Sc., M.Phil ETD Security aspects of a building can not be tolerated because it is directly related to the safety of the building users. Other than that in terms of difficulty when carrying out such work must be considered as to minimize the occurrence of errors during the implementation takes place. Therefore planners should plan for a building is effectively and efficiently to avoid errors that may occur during the implementation. RISS Hotel Yogyakarta is located at Gowongan Kidul 33-34 Yogyakarta is one of the buildings that have a variety of dimensions, columns and beams. Because it can lead to errors during the implementation, the authors attempt to redesign the building to simplify the dimensional variations, while still meeting the requirements of new building, both in terms of safety and comfort according to the rules that have been applied in Indonesia. Results of analysis of buildings RISS Hotel Yogyakarta after simplification dimensional variations columns and beams, still has the ability to support the loads acting on the building both bending loads and shear loads. Heavy reinforcement beams and columns on As G1 - G4 needs more light, amounting to 2.09% and 41.82% of the exsisting conditions, and for the volume of concrete beams and columns on As G1 - G4 is needed is smaller, amounting to 0.62% and 3.62% of the exsisting conditions. Heavy reinforcement for beams and columns on As A5 - D5 needed more light, which amounted to 37.32% and 28.05% of the exsisting conditions, and for the volume of concrete beams and columns on As A5 - D5 is needed is smaller, amounting to 3.78% and 4.36% of the exsisting conditions [Yogyakarta] : Universitas Gadjah Mada 2013 Thesis NonPeerReviewed , MOEMPOEN HIRAWAN PRANATA and , Dr. Ir. H. Muslikh, M.Sc., M.Phil (2013) DESAIN ULANG GEDUNG HOTEL RISS YOGYAKARTA DENGAN PENYEDERHANAAN VARIASI DIMENSI ELEMEN STRUKTUR (BALOK DAN KOLOM). UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=63900 |
| spellingShingle | ETD , MOEMPOEN HIRAWAN PRANATA , Dr. Ir. H. Muslikh, M.Sc., M.Phil DESAIN ULANG GEDUNG HOTEL RISS YOGYAKARTA DENGAN PENYEDERHANAAN VARIASI DIMENSI ELEMEN STRUKTUR (BALOK DAN KOLOM) |
| title | DESAIN ULANG GEDUNG HOTEL RISS YOGYAKARTA DENGAN PENYEDERHANAAN VARIASI DIMENSI
ELEMEN STRUKTUR (BALOK DAN KOLOM) |
| title_full | DESAIN ULANG GEDUNG HOTEL RISS YOGYAKARTA DENGAN PENYEDERHANAAN VARIASI DIMENSI
ELEMEN STRUKTUR (BALOK DAN KOLOM) |
| title_fullStr | DESAIN ULANG GEDUNG HOTEL RISS YOGYAKARTA DENGAN PENYEDERHANAAN VARIASI DIMENSI
ELEMEN STRUKTUR (BALOK DAN KOLOM) |
| title_full_unstemmed | DESAIN ULANG GEDUNG HOTEL RISS YOGYAKARTA DENGAN PENYEDERHANAAN VARIASI DIMENSI
ELEMEN STRUKTUR (BALOK DAN KOLOM) |
| title_short | DESAIN ULANG GEDUNG HOTEL RISS YOGYAKARTA DENGAN PENYEDERHANAAN VARIASI DIMENSI
ELEMEN STRUKTUR (BALOK DAN KOLOM) |
| title_sort | desain ulang gedung hotel riss yogyakarta dengan penyederhanaan variasi dimensi elemen struktur balok dan kolom |
| topic | ETD |
| work_keys_str_mv | AT moempoenhirawanpranata desainulanggedunghotelrissyogyakartadenganpenyederhanaanvariasidimensielemenstrukturbalokdankolom AT drirhmuslikhmscmphil desainulanggedunghotelrissyogyakartadenganpenyederhanaanvariasidimensielemenstrukturbalokdankolom |