EVALUATION OF STRUCTURE USING VARIETY OF SLAB TYPE UNDER PERFORMANCE-BASED DESIGN: CASE STUDY COMMON WORKING SPACE IN SURABAYA
Improvement of the current construction of midrise to high-rise building in Surabaya relatively needs to be evaluated, especially for compact office building area, it is very challenging to have an optimal space to the structural system with facilitate a satisfactory capacity performance. This pape...
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| Format: | Article |
| Language: | English |
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Universitas Negeri Jakarta
2023-05-01
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| Series: | Jurnal Pensil |
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| Online Access: | https://journal.unj.ac.id/unj/index.php/jpensil/article/view/31492 |
| _version_ | 1797816349831987200 |
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| author | Dewi Pertiwi Indra Komara Yanisfa Septiarsilia Dita Kamarul Fitriah |
| author_facet | Dewi Pertiwi Indra Komara Yanisfa Septiarsilia Dita Kamarul Fitriah |
| author_sort | Dewi Pertiwi |
| collection | DOAJ |
| description |
Improvement of the current construction of midrise to high-rise building in Surabaya relatively needs to be evaluated, especially for compact office building area, it is very challenging to have an optimal space to the structural system with facilitate a satisfactory capacity performance. This paper makes a comparative study of the effectivity of structural plate structure in the compact office building between conventional slab (M1), waffle slab (M2) and flat slab (M3). A typical 5-story reinforced concrete building structure is selected as a case study within 6 m symmetrically span for each model. The proposed method used in this study is based on empirical analysis followed by numerical evaluation using SAP2000. The step initiated by deriving an optimal alternative of various type of slab. This study aims to emphasize the benefits to the functionality of the structural system which more efficient in term of structural capacity and its performance. As the result, M1 and M3 offer a similar behaviour due to the reinforcement and design performance with high slab deformation compared to the M2. M2 present a lower slab deflection under the supported of waffle element with the result almost twice smaller than M1 and M3.
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| first_indexed | 2024-03-13T08:36:25Z |
| format | Article |
| id | doaj.art-c6d097330d284d6cb198dbe80239623f |
| institution | Directory Open Access Journal |
| issn | 2301-8437 2623-1085 |
| language | English |
| last_indexed | 2024-03-13T08:36:25Z |
| publishDate | 2023-05-01 |
| publisher | Universitas Negeri Jakarta |
| record_format | Article |
| series | Jurnal Pensil |
| spelling | doaj.art-c6d097330d284d6cb198dbe80239623f2023-05-30T22:54:23ZengUniversitas Negeri JakartaJurnal Pensil2301-84372623-10852023-05-0112210.21009/jpensil.v12i2.31492EVALUATION OF STRUCTURE USING VARIETY OF SLAB TYPE UNDER PERFORMANCE-BASED DESIGN: CASE STUDY COMMON WORKING SPACE IN SURABAYADewi Pertiwi0Indra Komara1Yanisfa Septiarsilia2Dita Kamarul Fitriah3Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Institut Teknologi Adhi Tama SurabayaTeknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Institut Teknologi Adhi Tama SurabayaTeknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Institut Teknologi Adhi Tama SurabayaTeknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Institut Teknologi Adhi Tama Surabaya Improvement of the current construction of midrise to high-rise building in Surabaya relatively needs to be evaluated, especially for compact office building area, it is very challenging to have an optimal space to the structural system with facilitate a satisfactory capacity performance. This paper makes a comparative study of the effectivity of structural plate structure in the compact office building between conventional slab (M1), waffle slab (M2) and flat slab (M3). A typical 5-story reinforced concrete building structure is selected as a case study within 6 m symmetrically span for each model. The proposed method used in this study is based on empirical analysis followed by numerical evaluation using SAP2000. The step initiated by deriving an optimal alternative of various type of slab. This study aims to emphasize the benefits to the functionality of the structural system which more efficient in term of structural capacity and its performance. As the result, M1 and M3 offer a similar behaviour due to the reinforcement and design performance with high slab deformation compared to the M2. M2 present a lower slab deflection under the supported of waffle element with the result almost twice smaller than M1 and M3. https://journal.unj.ac.id/unj/index.php/jpensil/article/view/31492Conventional SlabWaffle SlabFlat SlabPerformance Capacity,Numerical Modelling |
| spellingShingle | Dewi Pertiwi Indra Komara Yanisfa Septiarsilia Dita Kamarul Fitriah EVALUATION OF STRUCTURE USING VARIETY OF SLAB TYPE UNDER PERFORMANCE-BASED DESIGN: CASE STUDY COMMON WORKING SPACE IN SURABAYA Jurnal Pensil Conventional Slab Waffle Slab Flat Slab Performance Capacity, Numerical Modelling |
| title | EVALUATION OF STRUCTURE USING VARIETY OF SLAB TYPE UNDER PERFORMANCE-BASED DESIGN: CASE STUDY COMMON WORKING SPACE IN SURABAYA |
| title_full | EVALUATION OF STRUCTURE USING VARIETY OF SLAB TYPE UNDER PERFORMANCE-BASED DESIGN: CASE STUDY COMMON WORKING SPACE IN SURABAYA |
| title_fullStr | EVALUATION OF STRUCTURE USING VARIETY OF SLAB TYPE UNDER PERFORMANCE-BASED DESIGN: CASE STUDY COMMON WORKING SPACE IN SURABAYA |
| title_full_unstemmed | EVALUATION OF STRUCTURE USING VARIETY OF SLAB TYPE UNDER PERFORMANCE-BASED DESIGN: CASE STUDY COMMON WORKING SPACE IN SURABAYA |
| title_short | EVALUATION OF STRUCTURE USING VARIETY OF SLAB TYPE UNDER PERFORMANCE-BASED DESIGN: CASE STUDY COMMON WORKING SPACE IN SURABAYA |
| title_sort | evaluation of structure using variety of slab type under performance based design case study common working space in surabaya |
| topic | Conventional Slab Waffle Slab Flat Slab Performance Capacity, Numerical Modelling |
| url | https://journal.unj.ac.id/unj/index.php/jpensil/article/view/31492 |
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