Relevant bibliographies by topics / Indonesian concrete code (SKSNI)

Academic literature on the topic 'Indonesian concrete code (SKSNI)'

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Published: 10 December 2022
Last updated: 19 February 2023

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Journal articles on the topic "Indonesian concrete code (SKSNI)"

1

Pudjisuryadi, Pamuda, Elian Davin Mulyadi, Ferry, and Benjamin Lumantarna. "Performance of an existing reinforced concrete building designed in accordance to older indonesian codes (pptgiug 1983 and sksni t-15-1991-03): case study for a hotel in balikpapan." MATEC Web of Conferences 258 (2019): 05028. http://dx.doi.org/10.1051/matecconf/201925805028.

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As a high seismic hazard country, Indonesia periodically updates its seismic and structural concrete codes. The current seismic and structural concrete codes of Indonesia are the SNI 1726-2012 and the SNI 2847-2013, respectively. Since every update usually demands higher requirement, existing buildings that were designed using older codes should be evaluated. This study investigates 9-storey hotel building in Balikpapan, Indonesia, which was designed using the PPTGIUG 1983 code and will be evaluated according to the current code. Non-linear direct integration time history analysis was conducted to analyse the building performance. The seismic load used was a spectrum consistent ground acceleration generated from El Centro 18 May 1940 North-South component in accordance to the current code. The result show that the existing building has good performance. The drift ratio of the building does not exceed 0.5% which is very satisfactory according to performance level set by FEMA 356. Maximum individual damage index in beam element was recorded as high as 0.0426 which is well below the serviceability limit state according to ACMC.
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2

Wulandari, Santika. "Indonesian-English code mixing in Raditya Dika’s Manusia Setengah Salmon." Journal on English as a Foreign Language 6, no. 1 (March 25, 2016): 71. http://dx.doi.org/10.23971/jefl.v6i1.430.

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<p>This study was aimed at investigating Indonesian-English code mixing in Raditya Dika’s <em>Manusia Setengah Salmon</em>, particularly to find out the word classes of the code mixing, the meaning of the code mixing, the dominant use of the code mixing, and the reasons for using the code mixing. Content analysis in qualitative approach was applied in this study. To collect the data, it was through data collection, data reduction, data display, and conclusion drawing. The results showed that there are 65 sentences or utterances consisted English nouns as code mixing. They were categorized into countable nouns (87.69%), uncountable nouns (3.08%), abstract nouns (6.15%), concrete nouns (1.54%), and plural nouns (1.54%). Among them, countable nouns are more dominant than others. Also, three kinds of translating process found are: borrowing consisted of 25 sentences, literal consisted of 14 sentences, and adaptation consisted of 28 sentences.</p>
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3

Hernadi, Ahmad, Noerman Adi Prasetya, and Rahcmad Aidil. "nalisis Kuat Tarik Kayu Menggunakan PKKNI 1961 dan SNI 7973:2013." Borneo Engineering : Jurnal Teknik Sipil 1, no. 2 (December 25, 2017): 63. http://dx.doi.org/10.35334/be.v1i2.603.

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Use of wood construction in Indonesia is decrease significant than concrete and steel. While it is, government by National Standardization Corporation (BSN) had been published Indonesian National Standard about Wood Construction Design Spesification with code SNI 7973:2013. This code absolutly influential the old code which is PKKNI 1961. SNI 7973:2013 is regulate about Load esistance Factor Design (LRFD) and Allowable Stress Design (ASD), while PKKNI 1961 just use ASD method. In case SNI 7973:2013 have been use ASD, but it is different to PKKNI 1961. This research is would to find the different betwen SNI 7973:2013 and PKKNI 1961 to tension member with dimention 5/10, 6/12, 8/12 and 10/10. Result of research to tension member show that LRFD 100%, ASD 65,1% and PKKNI 111,4%.
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4

Rozikin, Opik. "CONTEMPT OF COURT IN INDONESIAN REGULATION." JCIC : Jurnal CIC Lembaga Riset dan Konsultan Sosial 1, no. 1 (March 1, 2019): 1–14. http://dx.doi.org/10.51486/jbo.v1i1.1.

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Abstract: Contempt of court is often an interesting topic of discussion, one of which is in the national legal development program, this is inseparable from the rampant phenomenon of actions that are considered to injure the authority of the judicial institutions in Indonesia. The provisions of the contempt of court that were previously foreign indeed contained in the explanation of Law No. 14 of 1985 concerning the Supreme Court paragraph 4 paragraph 4 does not meet the expectations of the Indonesian people, because there is no follow up and more concrete arrangements regarding the Contempt of Court. Whereas the idea of ​​forming a law concerning the Contempt of Court has become part of the 2002 legal policy mandated by Law No. 25 of 2000 concerning the National Law Development Program. The Indonesian criminal justice system is included in the Non Adversary Model system. Judges have broad responsibilities in carrying out the trial process. Contempt of court arrangements are spread in the Criminal Code, Criminal Procedure Code, and several laws and regulations in Indonesia. Abstrak: Contempt of court sering menjadi bahan perbincangan menarik, salah satunya dalam program pembangunan hukum nasional, hal ini tidak terlepas dari maraknya fenomena tindakan yang dianggap mencederai kewibawaan institusi peradilan di Indonesaia. Ketentuan Contempt of Court yang dahulu asing memang telah termuat dalam penjelasan Undang Undang No. 14 Tahun 1985 Tentang Mahkamah Agung butir 4 alinea ke-4 tidak sesuai dengan harapan bangsa Indonesia, dikarenakan tidak ada tindak lanjut dan pengaturan yang lebih konkret tentang Contempt of Court tersebut. Padahal ide pembentukan undang undang tentang Contempt of court ini, telah menjadi bagian dari kebijakan hukum tahun 2002 sebagaimana yang diamanahkan Undang Undang No. 25 Tahun 2000 tentang Program Pembangunan Hukum Nasional. Sistem peradilan pidana Indonesia termasuk kedalam sistem Non Adversary Model. Hakim memiliki tanggung jawab yang luas dalam menjalankan proses persidangan. Pengaturan Contempt of court tersebar dalam KUHP, KUHAP, dan beberapa peraturan perundang-undangan di Indoneisa.
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5

Rozikin, Opik. "CONTEMPT OF COURT IN INDONESIAN REGULATION." JCIC : Jurnal CIC Lembaga Riset dan Konsultan Sosial 1, no. 1 (March 1, 2019): 1–14. http://dx.doi.org/10.51486/jbo.v1i1.1.

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Abstract: Contempt of court is often an interesting topic of discussion, one of which is in the national legal development program, this is inseparable from the rampant phenomenon of actions that are considered to injure the authority of the judicial institutions in Indonesia. The provisions of the contempt of court that were previously foreign indeed contained in the explanation of Law No. 14 of 1985 concerning the Supreme Court paragraph 4 paragraph 4 does not meet the expectations of the Indonesian people, because there is no follow up and more concrete arrangements regarding the Contempt of Court. Whereas the idea of ​​forming a law concerning the Contempt of Court has become part of the 2002 legal policy mandated by Law No. 25 of 2000 concerning the National Law Development Program. The Indonesian criminal justice system is included in the Non Adversary Model system. Judges have broad responsibilities in carrying out the trial process. Contempt of court arrangements are spread in the Criminal Code, Criminal Procedure Code, and several laws and regulations in Indonesia. Abstrak: Contempt of court sering menjadi bahan perbincangan menarik, salah satunya dalam program pembangunan hukum nasional, hal ini tidak terlepas dari maraknya fenomena tindakan yang dianggap mencederai kewibawaan institusi peradilan di Indonesaia. Ketentuan Contempt of Court yang dahulu asing memang telah termuat dalam penjelasan Undang Undang No. 14 Tahun 1985 Tentang Mahkamah Agung butir 4 alinea ke-4 tidak sesuai dengan harapan bangsa Indonesia, dikarenakan tidak ada tindak lanjut dan pengaturan yang lebih konkret tentang Contempt of Court tersebut. Padahal ide pembentukan undang undang tentang Contempt of court ini, telah menjadi bagian dari kebijakan hukum tahun 2002 sebagaimana yang diamanahkan Undang Undang No. 25 Tahun 2000 tentang Program Pembangunan Hukum Nasional. Sistem peradilan pidana Indonesia termasuk kedalam sistem Non Adversary Model. Hakim memiliki tanggung jawab yang luas dalam menjalankan proses persidangan. Pengaturan Contempt of court tersebar dalam KUHP, KUHAP, dan beberapa peraturan perundang-undangan di Indoneisa.
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6

Pudjisuryadi, Pamuda, Benjamin Lumantarna, Ryan Setiawan, and Christian Handoko. "Performance of an Existing Reinforced Concrete Building Designed in Accordance to Older Indonesian Seismic Code: A Case Study for a Hotel in Kupang, Indonesia." Civil Engineering Dimension 20, no. 1 (April 7, 2018): 35. http://dx.doi.org/10.9744/ced.20.1.35-40.

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The recent seismic code SNI 1726-2012 is significantly different compared to the older code SNI 1726-2002. The seismic hazard map was significantly changed and the level of maximum considered earthquake was significantly increased. Therefore, buildings designed according to outdated code may not resist the higher demand required by newer code. In this study, seismic performance of Hotel X in Kupang, Indonesia which was designed based on SNI-1726-2002 is investigated. The structure was analyzed using Nonlinear Time History Analysis. The seismic load used was a spectrum consistent ground acceleration generated from El-Centro 18 May 1940 North-South component in accordance to SNI 1726-2012. The results show that Hotel X can resist maximum considered earthquake required by SNI 1726-2012. The maximum drift ratio is 0.81% which is lower than the limit set by FEMA 356-2000 (2%). Plastic hinge damage level is also lower than the allowance in ACMC 2001.
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7

Taniwangsa, Wendy. "Design Considerations for a Base-Isolated Demonstration Building." Earthquake Spectra 18, no. 4 (November 2002): 761–76. http://dx.doi.org/10.1193/1.1516752.

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A base-isolated demonstration building (BIDB) was built in Indonesia as part of an ongoing effort by the United Nations Industrial Development Organization to promote the use of base isolation technology for common structures in earthquake-prone developing countries. The superstructure of the demonstration building is a four-story reinforced concrete frame with masonry infill walls, designed in accordance with the Indonesian Seismic Code. A specially developed isolation system for this project consisted of 16 high-damping natural rubber bearings, which were connected to the columns and foundation using recessed-type connections at the ground level. The seismic isolation provisions from the 1994 Uniform Building Code were adapted to complement the Indonesian Seismic Code requirements for this project, and site-specific spectra were developed and used for the design of the isolation system. This paper discusses the design considerations for the base-isolated demonstration building, the design and testing of the bearings and the cost-effectiveness of the isolation system. The seismic performance of the base-isolated building is discussed in the companion paper. It is expected that this newly developed isolation system, designed specifically for low-axial pressure applications, can be adopted for the earthquake protection of a variety of smaller public buildings—such as housing, schools, and hospitals—in developing countries.
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8

Fauzan, Febrin Anas Ismail, Oswin Dezardo, and Zev Al Jauhari. "A comparison of retrofitting methods on nursing faculty building of Andalas University with concrete jacketing and shear wall systems." MATEC Web of Conferences 195 (2018): 02016. http://dx.doi.org/10.1051/matecconf/201819502016.

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The Nursing Faculty building is one of the buildings that fulfill the administrative eligibility in Andalas University, Padang - Indonesia, which was designed by a building design consultant based on the Indonesian standard code. During the building construction, the concrete quality was found to not to be in accordance with the designed concrete quality and construction was terminated by the owner. A structural evaluation of the building is carried out based on the Indonesia seismic code SNI 2847:2012. The results show that the building is not strong enough to withstand the combination of the loads acting on the structure, especially an earthquake load. Two methods were proposed to retrofit the building; by increasing the dimensions of the cross-section and add reinforcement to the structural elements (jacketing) and by adding some structural wall at the site of the plan with the aim to rigidify the building (shear wall). It is found that the two retrofitting methods are effective in reducing the internal forces and displacement on the building structures and the building is capable of resisting the working loads. Comparing the two retrofitting methods, the concrete jacketing column is more cost-effective than the shear wall method.
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9

Sukamta, Davy, and Nick Alexander. "Seismic design of a super-tall building: Indonesian experience." E3S Web of Conferences 156 (2020): 05020. http://dx.doi.org/10.1051/e3sconf/202015605020.

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This paper summarizes the structural concept and design of the twin 303-meter high “Indonesia-1" supertall building currently under construction in Jakarta. The first tower is a 63-story office building, and the second is 59-story, on top of the seven-level basement structure. The lateral resisting system of the towers is RC core-wall and outrigger, and composite floor system - with concrete slab, metal deck, and steel beams - is used for the gravity resisting system. Since the lateral system is outside the scope of the prescriptive system in the Indonesian Seismic Design Code, Modal Pushover Analysis (MPA) combined with Non-linear Response History Analysis (NLRHA) had demonstrated acceptability to the Jakarta building department and its peer review panel. Some challenges in conducting Performance-based Seismic Design (PBSD) are highlighted. In order to speed up construction, which is a critical factor in supertall building construction, erection columns are installed in the RC columns and CSPCM (Core Structure Preceding Construction Method) is applied. Consistently, the design must account for the associated construction sequence.
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10

Taniwangsa, Wendy. "Seismic Performance of a Base-Isolated Demonstration Building." Earthquake Spectra 18, no. 4 (November 2002): 777–93. http://dx.doi.org/10.1193/1.1517065.

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This paper presents the dynamic analyses and seismic performance of a base-isolated demonstration building (BIDB). This building was designed and built in Indonesia in accordance with the Indonesian Seismic Code (ISC) and the Uniform Building Code (UBC) provisions for isolated buildings. The building is a four-story reinforced concrete frame with masonry infill walls supported on 16 high damping natural rubber (HDNR) isolators attached to the superstructure using recessed connections. The building superstructure was modeled using both three-dimensional (3-D) and two-dimensional (2-D) frame models. The isolators were modeled as a combination of linear springs and viscous dampers, whose properties were determined from testing. Time-history (TH) and response-spectra (RS) analyses performed on this building demonstrated that this newly developed isolation system, designed specially for low axial pressure applications, was effective in protecting the building superstructure from earthquake forces for all seismic risk levels being considered. The total isolator displacement obtained using the TH and RS approaches is also compared and discussed.
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Dissertations / Theses on the topic "Indonesian concrete code (SKSNI)"

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(13146967), Grace Kurniawati Santoso. "Evaluation of capacity reduction factors for the design of reinforced concrete structural elements case study: Indonesia." Thesis, 2002. https://figshare.com/articles/thesis/Evaluation_of_capacity_reduction_factors_for_the_design_of_reinforced_concrete_structural_elements_case_study_Indonesia/20366616.

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Although there has been many changes in the development of the safety provisions for the Indonesian codes of practice since 1971, most of the changes have either been compromised or combined with the corresponding codes of the developed countries. For example, the current Indonesian concrete code (SKSNI) has adopted many factors from the American Concrete Institute (ACI 318) code, the British Standard (BSI,1985) code, the Architectural Institute of Japan (AIJ,1994) code and the Dutch code (GBV, 1985). 

Comments amongst the practicing engineers as the end user on the existing code often refer to the inconsistencies of the code provisions and the field practices in Indonesia. As Indonesia is a country with an unbalanced distribution of skills and knowledge between the main island Java and other islands, providing an unified national standard without referring to the regional practices adversely affects the safety levels. This thesis attempts to demonstrate the inconsistencies in the provisions of the current Indonesian concrete code (SKSNI T-15, 1991) and the field practices in the main island Java. An extensive probability analysis has been carried out based on the statistical field data collected from several projects and material testing institutions for the demonstration of the aims of the thesis. From the probabilistic analyses of the statistical data, load and resistance factors for some important structural actions (viz, flexure, compression, flexural shear and punching shear) have been evaluated and compared with the provisions of the SKSNI, ACI 318 and AS 3600-1988. Gravity load (dead and live loads) and lateral load (dead, live and earthquake loads) combinations have been considered in the evaluation of the load and resistance factors for the selected structural actions. The thesis proposes the evaluated load and resistance factors as rational provisions reflecting the field practices of the Java island and recommendations that similar studies be carried out to reflect the regional practices in the safety provisions of the Indonesian concrete code.

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