Добірка наукової літератури з теми "Indonesian concrete code (SKSNI)"
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Статті в журналах з теми "Indonesian concrete code (SKSNI)"
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.
Повний текст джерелаWulandari, 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.
Повний текст джерелаHernadi, 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.
Повний текст джерелаRozikin, 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.
Повний текст джерелаRozikin, 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.
Повний текст джерелаPudjisuryadi, 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.
Повний текст джерелаTaniwangsa, 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.
Повний текст джерелаFauzan, 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.
Повний текст джерелаSukamta, 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.
Повний текст джерелаTaniwangsa, 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.
Повний текст джерелаДисертації з теми "Indonesian concrete code (SKSNI)"
(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.
Повний текст джерелаAlthough 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.