Journal articles on the topic 'Indonesian concrete code (SKSNI)'
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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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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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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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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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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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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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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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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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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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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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Imran, Iswandi, Dionysius M. Siringoringo, and James Michael. "Seismic performance of reinforced concrete buildings with double concave friction pendulum base isolation system: case study of design by Indonesian code." Structures 34 (December 2021): 462–78. http://dx.doi.org/10.1016/j.istruc.2021.07.084.
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Hanggara, Dicky, and Anil Christopher Wijeyewickrema. "Vulnerability assessment of reinforced concrete buildings in Indonesia subjected to tsunami inundation forces." International Journal of Disaster Resilience in the Built Environment 11, no. 2 (December 12, 2019): 204–18. http://dx.doi.org/10.1108/ijdrbe-09-2019-0062.
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Purpose This paper aims to evaluate the vulnerability of typical low-rise reinforced concrete (RC) buildings located in Indonesia subjected to tsunami loading. Design/methodology/approach The vulnerability of typical three-story RC buildings located in Indonesia subjected to tsunami loading is discussed using fragility curves. Buildings without openings in all stories and buildings with openings in the first story are considered. The fragility curves are obtained by performing tsunami pushover analysis for several load cases, using different tsunami load estimation standards and references. The generalized linear method is used as a curve fitting method to construct the fragility curves. Findings The fragility curves show that the three-story RC buildings without openings in all stories subjected to tsunami loading have a high probability of collapse. Openings in the first story will reduce the vulnerability of the buildings. Originality/value Fragility curves are obtained by carrying out tsunami pushover analysis to evaluate the vulnerability of typical three-story RC buildings located in Indonesia. The results of this study show the need to include tsunami loads in the design code for Indonesian buildings and the benefits of having openings in the first story of the building.
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Musa, Altje Agustin, Jemmy Sondakh, Wempie Jh Kumendong, and Caecilia J. J. Waha. "Discretion of Government Officials in the Perspective of Corruption Crime Reviewed from the Theory of Criminal Removal Reason." Journal of The Community Development in Asia 5, no. 1 (January 21, 2022): 91–102. http://dx.doi.org/10.32535/jcda.v5i1.1389.
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Providing welfare for all citizens is the goal of the Indonesian state. In government administration, government officials are often faced with concrete social situations urgently to be addressed, while regulations are unclear. To overcome government stagnation, government officials are given the authority to act based on their own considerations, called discretion. The study aims to analyze the discretionary case and find the relationship between discretion in the perspective of corruption and the theory of criminal removal reason. The study finds that Criminal Code regulates Criminal Removal Reasons concerning defending to save on body, soul, or goods of someone/others, not government officials discretion to defend social interest. The Corruption Law does not regulate Criminal Removal Reason. In judicial corruption in Indonesia, Government officials' discretion was not sentenced because the decision/act is based on considerations of urgency, for the public interest, and does not benefit the government officials/others.
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Alin, Failin. "SISTEM PIDANA DAN PEMIDANAAN DI DALAM PEMBAHARUAN HUKUM PIDANA INDONESIA." JCH (Jurnal Cendekia Hukum) 3, no. 1 (September 28, 2017): 14. http://dx.doi.org/10.33760/jch.v3i1.6.
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Renewal of criminal law in the context of improving the punishment system is still continuing. Of the many things to be updated, one important thing in the penal system is also crucial provided in the reform of Indonesian criminal law is the structural punishment system. This is something that should be included in the concept of reform of criminal law. Barda Nawawi termed as an integral policy in the handling crime to mention the importance of structural punishment system, which also means integral policy in the punishment system. The problems that arise are how the criminal system and punishment in the current Penal Code and the Criminal System and Penalties in the New Criminal Code Concept as Part of the Renewal of Indonesian Penal Law. While the research method The type of research conducted is legal juridical Normative research that is about what the concept of punishment system in the renewal of criminal law in Indonesia that is by collecting data normatively and what is in the Act related to criminal law. In this paper we discussed it can be simply described, so far in the criminal system in Indonesia the focus of criminal offense and criminal responsibility is on the direct individuals involved in the criminal process. Where is often the involvement of other parties besides the individual concerned who can also be held accountable as the impact of the occurrence of a crime. A concrete example, if a child commits a criminal offense, his / her "criminal" is not only granted to the child, but to his / her parents even if the criminal sanction is for example a fine of fines. This is because using the logic that the child is still the responsibility of parents, so that parents are also responsible for the actions of his son.
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Fauzan, Febrin Anas Ismail, Abdul Hakam, Zaidir, Nugrafindo Yanto, and Siska Apriwelni. "Retrofitting of STKIP ADZKIA Padang Building Using V-Inverted Steel Bracing." Applied Mechanics and Materials 845 (July 2016): 283–89. http://dx.doi.org/10.4028/www.scientific.net/amm.845.283.
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Construction failure is always associated with non-fulfillment of the quality and technical specifications of the material that should be considered when the construction process has been done. STKIP ADZKIA Padang building is one of 4-story reinforced concrete (RC) building that has structural damage during construction phase. The beams of the building undergo large deflection and the cracks appear in the wall when the building was constructed up to 2nd floor. In this paper, building assessment was carried out to evaluate the performance of the existing building. The structure was analysed based on New Indonesian Seismic Code, SNI 03-1726-2012. The result shows that the building is not capable to resist the working loads. Furthermore, retrofitting of the building structure using V-inverted steel bracing was proposed. The analysis result shows that retrofitting of the structure by installing the steel bracing on the RC frames in both X and Y directions increase the capacity of the building structure.
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Wardi, Syafri, and Sulaiman Yusuf Ardiansyah. "Perbandingan Ketentuan dan Analisis Detailing Hubungan Balok-Kolom Berdasarkan SNI 2847:2013 dan SNI 2847:2019." Borneo Engineering : Jurnal Teknik Sipil 1, no. 2 (August 30, 2022): 159–70. http://dx.doi.org/10.35334/be.v1i2.2430.
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Recent earthquakes in Indonesia have caused significant damage to many buildings, especially because the beam-column joints did not satisfy the detailing requirements for the seismic-resistant building. SNI 2847: 2013 is an Indonesian code for designing concrete buildings, which has been updated to SNI 2847:2019, consist of several new provisions related to detailing beam-column joints. This study discusses the comparison of detailing requirements based on the two codes and compares the analysis of detailing of the beam-column joints in a focused building, a five-story building which represents a medium rise building. The comparison of detailing requirements for beam-column joint according to SNI 2847:2013 and SNI 2847:2019 showed that SNI 2847:2019 has several new requirements related to the height of the joint, standard hooks in an exterior joint, headed bar, and transverse reinforcement in the joint. Then, comparing the results of analysis of detailing of the beam column joints in the focused building showed that there is no different on the detailing results of the joints according to SNI 2847:2013 dan SNI 2847:2019.
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Susanti, Laras. "Government Immunity and Liability in Tort: The Case of Covid-19 Pandemic’s Management in Indonesia." Kertha Patrika 43, no. 2 (June 30, 2021): 123. http://dx.doi.org/10.24843/kp.2021.v43.i02.p02.
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The Covid-19 pandemic has cost human lives and threaten the world’s economy. Responding to this unprecedented history, governments are expected to take both public health and economic recovery actions. This article conveys analysis on how Indonesian courts might examine government tort cases on the government’s liability in handling the pandemic. A normative juridical method is used to analyze primary and secondary legal sources. The writer finds that with the enactment of Law Number 30 of 2014 on Government Administration, a government concrete action is also an object to suing government before the state administrative court. Furthermore, the recent Supreme Court Regulation Number 2 of 2019 on Guidance Dispute Settlement Mechanism of Government Action and Competence to Adjudicate Government Tort governs that the state administrative court is the only court that has competence over government tort. As a result, claims of government tort submitted to the general court must be dismissed. In fact, this recent development created confusion on the side of justice seekers and judges as well that might affect the outcome of Covid-19 government tort claims. Studying previous government tort cases and focusing its exploration on the development of government immunity and liability, this article finds that Indonesian courts use Article 1365 Civil Code equipped with laws and regulations in administrative governance and specific fields legal frameworks to examine government tort cases. Even though such laws may state that the government may not be sued, the courts may use the Constitution of 1945 to establish a right to sue. During the Covid-19 pandemic, laws and regulations related to disaster and public health management along with the public interest principle must be examined to determine government tort.
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Pratiwi, Yulita Dwi. "Harmonisasi Perlindungan Harta Kekayaan Anak dalam Perwalian melalui Penguatan Peran Wali Pengawas." Jurnal Suara Hukum 1, no. 1 (March 14, 2019): 61. http://dx.doi.org/10.26740/jsh.v1n1.p61-90.
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Guardianship is the supervision of children who are no longer under the authority of their parents, and the management of objects or property of the children carried out by the guardian. In carrying out their duties, the guardian is supervised by the guardian supervisor, which based on Article 366 Indonesian Civil Code, the authority is given to the Weskamer. This office is one of the technical implementation units under the Ministry of Law and Human Rights. However, the supervision process can hardly be carried out by the Weskamer, that relates to its role that requires synergy with the role of other institutions. It shows that there is disharmony in the implementation of protection of children's assets in guardianship, which eliminates the element of supervision by the state through the Weskamer. Therefore, an idea is needed in harmonizing the protection of children's assets in guardianship through strengthening the role of guardian. This research uses normative method which is a part of legal research. Normative legal research aims to find solutions to juridical problems that arise from legal issues and provide prescriptions on these legal issues. Based on the results of the study, systematic and concrete steps are needed to improve the rules by harmonizing laws as well as institutions regarding the protection of the assets of the children by strengthening the role of guardian supervisor.
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Marbun, Weriyus Heston. "Analisis Yuridis Perlindungan Hukum Perjanjian Dibawah Tangan Berdasarkan Putusan Pengadilan No.161/pdt.g/2011/pn-mdn. (Studi Kasus PT Merim Property dan Cv Rira Karya)." Jurnal Hukum Kaidah: Media Komunikasi dan Informasi Hukum dan Masyarakat 20, no. 1 (December 3, 2020): 92–104. http://dx.doi.org/10.30743/jhk.v20i1.3335.
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Legal protection for every Indonesian citizens without exception can be found in the 1945 Constitution of the Republic of Indonesia (1945 Constitution), therefore every product produced by the legislature must always be able to provide guarantees of legal protection for all people, even they must be able to capture legal and justice aspirations that develop in society. In the Civil Code article 1233 states, "that an alliance can be formed because of agreement or law". One form of the agreement is an agreement under the hands in the form of contract work agreement. The results of the case study of PT Merim Property and CV Rira Karya can be seen the weakness of an agreement under the hands, where CV Rira Karya as the plaintiff must have concrete evidence to prove the loss that they experienced in accordance with the agreement under the hands that they agreed upon, where such evidence cannot be given CV Rira Karya so that his lawsuit was rejected by the panel of judges. The legal consequences arising related to the use of an agreement under the hands in the event of a default are that the debtor is required to pay compensation, the creditor may request the cancellation of the agreement through the court and the creditor can request the fulfillment of the agreement, or fulfillment of the agreement accompanied by compensation and cancellation of the agreement with compensation. Keywords: Analysis, Legal Protection, Agreement, Under the Hands
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Fauzan, Fauzan, Dina Yarmawati, Seno Willy Dharma Sipayung, Willy Kurniawan, and Rozi Adifa. "Assessment and retrofitting of nursing faculty building of Andalas University, Padang, Indonesia." E3S Web of Conferences 331 (2021): 05014. http://dx.doi.org/10.1051/e3sconf/202133105014.
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The Faculty of Nursing building is one of the administrative buildings at Andalas University. This building was designed by a planning consultant and began construction in 2013. However, during the construction period, it was found that the concrete quality was very low, that is fc'=14.32 MPa, so that the construction could not be continued because it was not in accordance with the planning quality, fc' =22.39 MPa. Therefore, it is necessary to evaluate the feasibility of the building structure before the construction is continued. In the structural analysis, the loads apllied are dead loads, live loads, and earthquake loads. The analysis was carried out using the application (software) ETABS. Based on the analysis results, it was found that the capacity of columns and beams of the building are not strong enough to withstand the loads acting on the structure. The inter story drift also does not meet the permit limit requirements according to the New Indonesian Earthquake Code, SNI 1726:2019. Therefore, it is necessary to retrofit (strengthen) the structure of the Nursing Faculty Building by re-designing the Detail Engineering Design (DED) on the beams and columns of the plan and jacketing the existing columns. Re-analysis results show that the retrofitted building structure has a strong enough capacity to carry loads acting on the structure and the inter story drift has met the permit limit requirements according to the SNI 1726:2019.
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Setiawan, Agus. "persamaan empiris waktu getar alami struktur pelat datar beton bertulang berdasarkan hasil analisis vibrasi 3 dimensi." Jurnal Media Teknik Sipil 13, no. 2 (March 11, 2016): 116. http://dx.doi.org/10.22219/jmts.v13i2.2555.
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persamaan empiris waktu getar alami struktur pelat datar beton bertulang berdasarkan hasil analisis vibrasi 3 dimensiEmpirical Formula for Fundamental Period of Flate Plate Reinforced Concrete Structure Based on 3 Dimentional Vibration AnalysisAgus SetiawanJurusan Teknik Sipil, Fakultas Teknik,Universitas Pembangunan Jaya Alamat Korespondensi : BJl. Cendrawasi, Ciputat, Sawah Baru, Tangerangan Selatan, Banten 15413Email : agustinus@upj.ac.idAbstractOne of the parameters required in the calculation of seismic base shear on a structure is the fundamental period of the structure. The fundamental period of structure can be obtained through three-dimensional dynamic analysis of the structure. Indonesian Standard Code for Earthquake Resistance Building, SNI 1726-2012, given some empirical equations to calculate the fundamental period ofsome structural system. Some of the given equation can be used for concrete and steel frame structure. However, for the flat plate reinforced concrete structure, sometimes the fundamental period approached as “other structural systems”, which of course can not be shown for accuracy. This study was conducted to obtain an empirical equation that can be used to calculate the fundamental periodof a flat plate structure. The flat plate reinforced concrete structure model being analyzed is vary in total floor number, which varies from 1 to 10 floors, and the width of the building from 20 to 28 meters. From the analysis results obtained relationship between fundamental period, building width and building height in the form Ta = 0,0022(B)’”hn1,15, for the un-cracked section. And Ta = 0,0025(B)’”hn1,28, for the condition of cracked cross-section, with Tn is fundamental period, B is the width of the building plan, and hn is the height of the building.Keywords : Time Period, Flat Plate, Reinforced ConcreteAbstrakSalah satu parameter yang diperlukan dalam perhitungan gaya geser dasar seismik pada suatu struktur adalah besarnya waktu getar alami dari struktur tersebut. Nilai waktu getar alami struktur dapat diperoleh melalui hasil analisis dinamik 3 dimensi dari struktur tersebut. Namun dalam Standar Perencanaan Ketahanan Gempa SNI 1726-2012, juga diberikan beberapa persamaan empiris untuk menghitung waktu getar alami struktur. Beberapa persamaan yang diberikan dapat digunakan untuk sistem struktur rangka beton dan baja. Namun untuk sistem struktur berupa pelat datar (flat plate) beton bertulang, terkadang nilai waktu getarnya didekati sebagai “sistem struktur lainnya”, yang tentu saja tidak dapat ditunjukkan keakuratannya. Penelitian ini dilakukan dengan tujuan untuk mendapatkan persamaan empiris yang dapat digunakan untuk menghitung waktu getar alami suatu struktur pelat datar. Model yang dianalisis berupa struktur pelat datar beton bertulang, dengan jumlah lantai bervariasi dari 1 hingga 10 lantai, serta lebar bangunan dari 20 hingga 28 meter. Dari hasil analisis diperoleh hubungan waktu getar alami dengan lebar bangunan dan tinggi bangunan dalam bentuk Ta = 0,0022(B)’”hn1,15, untuk kondisi penampang utuh. Serta Ta = 0,0025(B)’”hn1,28, untuk kondisi penampang retak, dengan Tn adalah waktu getar alami, B adalah lebar denah bangunan, serta hn adalah tinggi bangunan.Kata kunci : Waktu Getar Alami, Pelat Datar, Beton Bertulang
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Ramdani, Riyan, and M. Najib Karim. "PENGANIAYAAN BERAT SEBAGAI ALASAN PENGHALANG MEWARISI DALAM KOMPILASI HUKUM ISLAM PASAL 173 HURUF A." Al-Ahwal Al-Syakhsiyyah: Jurnal Hukum Keluarga dan Peradilan Islam 1, no. 2 (October 13, 2020): 97–110. http://dx.doi.org/10.15575/as.v1i2.9908.
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The purpose of this study was to explore severe persecution as the reason the barrier inherits in a compilation of Islamic law section 173 the letter A. the topic of “Severe Persecution” isan interesting topic both academic and general quarters about it can be highlighted in both the book and the legacy. Nextaya persecution heavy is the new form of inherited law Indonesia included in a compilation of Islamic law under section 173 of the lette A the view of cleric 4 of madzhab category of severe persecution is not through research. Using the yuridis normative and yuridis empiris method in the form of content analysis. After heavy mayhem is categorized as the reason for the obstacle inheriting acquired knowledge and understanding the data is then analyzed comprehensive to find the basis of his KHI’s law makes the persecution tough as an excuse for inheritable rule, the istinbath of KHI chapter 173 of the relationship between section 173 and the opinions of Indonesian scholars. The study found a result in a compilation of Islam law not given a clear, concrete understanding of what constitutes severe persecution. The priest hanafi argued that murder was not entitled to an inheritance by the one whom he killed whether intentionally or imbued, and then in this context the combination of Islamic law used the three methods of ushul fiqh in determining the renewal of the barrier, first, maslahah mursalah, second, sad dzariah, third, qiyas. And interrelated to the scholars’ opinion that a grouping of heiress in KHI chapter 173 is a legal renewal of heiress according to the code “law can change accourding to the circumstances.Penelitian ini bertujuan untuk mengeksplorasi penganiayaan berat sebagai alasan penghalang mewarisi dalam Kompilasi Hukum Islam pasal 173 huruf A. Topik mengenai “penganiayaan berat” merupakan topik menarik dikalangan akademik maupun dikalangan umum. Diskursus mengenai hal tersebut dapat disorot dari aspek hukum maupun kewarisan. Selanjutnya penganiayaan berat merupakan bentuk pembaharuan hukum kewarisan di Indonesia yang termaktub dalam Kompilasi Hukum Islam Pasal 173 huruf A sedangkan dalam pandangan Ulama 4 madzhab kategori penganiayaan berat tidak termasuk dalam pandangan para Ulama. Data penelitian ini diperoleh melalui penelitian yang menggunakan metode yuridis normatif dan yuridis empiris dengan bentuk content analysis. Setelah konsep penganiayaan berat yang dikategorikan sebagai alasan penghalang mewarisi dipelajari dan di fahami, data kemudian dianalisa secara komprehensif untuk menemukan dasar hukum KHI menjadikan penganiayaan berat sebagai alasan penghalang mewarisi, proses istinbath hukum KHI pasal 173 dan Hubungan antara pasal 173 dengan pendapat para Ulama Indonesia. Penelitian ini menemukan sebuah hasil Dalam Kompilasi Hukum Islam tidak diberikan pengertian yang jelas dan konkret tentang apa yang dimaksud dengan penganiayaan berat. Imam Hanafi berpendapat bahwasanya pembunuhan tidak berhak mendapatkan warisan dari seseorag yang ia bunuh baik dibunuh secara sengaja atau tidak sengaja, kemudian Dalam konteks ini Kompilasi Hukum Islam menggunakan tiga metode ushul fiqh dalam menentukan pembaharuan penghalang kewarisan, pertama, maslahah mursalah, kedua, sad dzariah, ketiga, qiyas. Dan Hubungan antar pasal dengan pendapat para ulama bahwasanya pengelompokkan penghalang waris dalam KHI pasal 173 adalah pembaharuan hukum waris sesuai dari sebuah kaidah “Hukum bisa berubah sesuai dengan keadaan tempat dan waktu”
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Fauzan, Fauzan, Febrin Anas Ismail, Siska Apriwelni, Imelia Faradiza, and Zev Al Jauhari. "Strengthening of Nurul Ilmi Mosque with Concrete Jacketing." INSIST 1, no. 1 (February 28, 2017). http://dx.doi.org/10.23960/ins.v1i1.12.
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Abstract—Nurul Ilmi moesque is one of building for worship located in University of Andalas. In 2008 the new building of mosques was designed using previous indonesian seismic code, SNI 1726: 2002. The right side of the new mosque was constructied in 2009. Due to the limitation of the budget, the construction of the left side of the mosque was continued on 2014. However, a new indonesian seismic code SNI 03-1726-2012 was established and the designed mosque should be revised based on the new indonesian seismic code. Since the right side of the mosque was designed by using the old seismic code (SNI 1726: 2002), so it is necessary to evaluate the strength of the structure by using the seismic code (SNI 03-1726-2012). Based on the analysis results, it was found that the right side of the building structure is not strong enough to resist the combination loads acting on the structure, especially the earthquake load. Therefore, it is necessary to strengthening (retrofitting) the right side of the building structure before connecting with the left side of the building. In this study, the concrete jacketing method was used to the retrofit the column structure. The results show that the jacketing method is effective to increase the capacity of the column and reduce internal forces and displacements that occur in the structure of the mosque, so the structure can resist the working loadsKeywords—column, concrete jacketing, earthquake, displacement, strengthening.
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Khadavi, Khadavi, and Yulcherlina Yulcherlina. "The Construction and Structure Reliability of Jam Gadang: The Heritage of West Sumatera." Jurnal Rekayasa Konstruksi Mekanika Sipil (JRKMS), July 3, 2018, 9–18. http://dx.doi.org/10.54367/jrkms.v1i1.232.
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The Big Ben (Jam Gadang) is a tower building of 28.295 meters height positioned as the landmark and the heritage of both Bukittinggi city and West Sumatra province. It was built in 1926 by architects Yazin and Sutan Gigi Ameh as the gift from the Queen of the Netherlands to the controleur (secretary of Bukittinggi City). Major perception of the people that Jam Gadang was build by using masonry for the entire building. Following massive earthquakes in 2007 the Indonesian Heritage Trust in cooperation with the Shared Heritage Program of the Netherlands initiate full investigation of the tower. The activity was aimed at gathering data of the structure and analyzes the reliability of the current structure of the building. The result of such activities found that the construction of Jam Gadang consist of reinforced concrete with the compressive strength ≥ 25Mpa on average, the foundation consists of full stone with the prism shape until -1,800 mm. The column have a dimension with variation of 800 mm x 800 mm at the first floor and 400 mm x 400 mm at the top floor of the tower, with 18 mm longitudinal and 10 mm shear reinforcement, the beam and plate have the composite structure of steel beam H 105.90.10.25. The modeling and analysis of the structural reliability of Jam Gadang tower for earthquake load based on the Indonesian Code SNI-03-2847- 2002, with maximum lateral deformation of (δmax) 63.00 mm which is smaller than lateral deformation limit of 83.70 mm.
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Jayaputeri, Tiara, and Mohamad Fajri Mekka Putra. "URGENSI PENYEMPURNAAN SISTEM NORMA KLASIFIKASI KBLI TANPA PENGAMPU." JISIP (Jurnal Ilmu Sosial dan Pendidikan) 7, no. 1 (January 10, 2023). http://dx.doi.org/10.58258/jisip.v7i1.4162.
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The OSS system was developed by BKPM as a method to make it easier for Business Actors to start a business in Indonesia. In OSS, created a classification called KBLI which is a reference to classify Indonesian economic activities or activities into several business fields which are distinguished based on the type of economic activity that produces products in the form of goods or services. One of the obstacles in determining the classification norm is when the KBLI code desired by prospective investors could not been selected or when the selection of business fields is replied with a notification which basically states that the selected business field is waiting for confirmation of the Norms, Standards, Procedures and Criteria (NSPK) from the relevant Ministry or Institution, meaning that the selected KBLI is included in the KBLI without a supervisor or is included in the 353 KBLI that have not been regulated in GR 5 of 2021. The presence of KBLIs that do not have a Ministry as their supervisor still requires agreement between Ministries/Institutions. The absence of Ministries/Institutions that serve as supervisors causes delays for Business Actors in starting their investment activities which can have a negative impact on Indonesia's efforts to achieve a nice rank for Ease of Doing Business. Meanwhile, BKPM provides a solution that is not a concrete step through the issuance of an unsupported KBLI determination for Business Actors who apply for one of the 353 unsupported KBLI.
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Gueci, Rizal Sofyan. "PENGUATAN KEDUDUKAN PRANATA HAK SERVITUT DAN HUKUM BERTETANGGA DALAM YURISPRUDENSI." Jurnal Surya Kencana Dua : Dinamika Masalah Hukum dan Keadilan 3, no. 1 (June 30, 2016). http://dx.doi.org/10.32493/skd.v3i1.y2016.125.
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The Constitution has laid the foundation of checks and balances amongst the main state organs namely the executive, the legislative and the judicial power. This order as a guideline in the state and society, till the Village level and within groups in the village such as the Neighborhood and citizen groups. Servitut Rights and neighbors law answer challenges of development of human settlements sustainably and resilient. Servitut rights as a property rights regulated in Neighbor law book II Indonsian Civil Code of 1848 or in adat law term called easement (hak melalui tanah orang lain) which known by adat community entity is not older than the easement is recognized by customary law in almost adat law community entity throughout the territory of Indonesia. The servitut right is the easement of yard (erfdiensbaarheid) or burden to rest on the grounds that one for the benefit of the another yard such that the owner of the yard were crushed should let the owner of the yard oppressor to pass through, drain the water (clear) on it, take view out through the window etc. This devotion land does not end with the death or replacement of yard owners concerned (Article 674 of the Indon. Civil Code). There are still remnants of feudalism and colonialism in tribal society, reflecting the concrete cases in the community there is disturbance against the rights of servitut with vigilante, then the rule of law invoked repeatedly and generating permanent jurisprudence. Kedudukannya hak servitut tidak tergoyahkan dengan adanya UUPA 1960 yang mengatakan semua hak atas tanah mempunyai fungsi sosial dan hukum adat dijadikan dasar dari hukum agraria nasional. The position of Servitut rights is impregnable with the Basic Agrarian Law 1960 (BAL) that says all rights on land has social functions and customary law form the basis of the national agrarian law. In Article I point 6 of BAL No. 5 year 1960 proves Indonesia is in a row of civilized countries that accommodates this legal institution. Jurisprudence confirm customary law as a living law as well as the Civil Code 1848 according to Supreme Court Circuler of 1963 treat as unwritten customary law in order to prevent the legal vacuum and reaching the objectives of the law. Jurisprudence has been recognized as one of the legitimate source of law in the Republic of Indonesia. Indonesian Judges have shown its class in the world of justice, who did not want to look different in servitut rights issues which is an universal phenomenon. Almost all civilized countries of the UN members have recognized the existence of this institute servitut rights, both in the Code book as well as in its jurisprudence. Servitut rights institution is rooted in the common law ius commune since Roman Empire, which can not be ignored, despite overall individualistic Roman law, but in particular there are elements of social function. Servitut (lat.) is accommodated into the book of the law in almost all countries in the world, through colonialize, import law, voluntary transplants in the law of one self. Boedi Harsono, as nationalist and socialist thinker and R. Supomo as father of Indonesian customary law and by youth in 1928 is regarded as a national law with the smooth call it "right through another person's land" which is also known by the common law. The permanent Jurisprudence remains threngthen unwritten norm servitut rights or land rights through anothers person’s land showed the class of Indonesian Judges comparabele with justices of developed nations in assessing this servitut rights. Implementation build without displacing has been regulated in Law No. 4 year 1992 art. 22-32 and Act No. 1 year 2011 on Housing and Settlement Region art. 106-113 law institute land consolidation, which is compatible with the institute servitut right and reconfirmed the servitut. Implementation, if one developer alone could make the plot and make the land ready to build cosolidate up to 6,000 ha orderly development of land, so a province or a local government / city are challenged to be able to hold up to 6,000 ha of land consolidation to reduce the backlog and combating land speculators. For the assessment of achievement of the Governor / Regional Office of BPN how long had a special local street, public street or road of servitut rights through land consolidation and how many special streets that have been submitted become public streets.Keywords: Reinforcement, top notch institutions, rights servituut