INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur最新文献

{"title":"The Optimum Vibration of the Compressive Strength of Concrete Specimen","authors":"D. A. Karisma, A. I. Candra, Mahardi Kamalika Khusna Ali, Tiara Sherlyta Sari, Sheila Ananda Putri Pertiwi","doi":"10.21831/inersia.v18i2.54522","DOIUrl":"https://doi.org/10.21831/inersia.v18i2.54522","url":null,"abstract":"Concrete is the primary material in construction, so it needs further research to get good quality concrete. The quality and durability of concrete are influenced by the amount and shape of the air cavity inside the concrete. With vibrating, the air that is inside the concrete will be lost. The benefits of vibration will only be achieved if planned and implemented with a suitable method. With proper vibration, the air in the concrete will come out and make porous concrete. Reduction or removal of air cavities will make concrete mixes strong with low permeability, increasing the durability of concrete. This study aims to determine the optimum strong vibrating on the compressive strength of Fc’ 21,7 Mpa concrete. Vibrating will be performed on cylinder concrete samples with a duration time of 3 minutes and with different variations in acceleration 160 m/s2, 170 m/s2, 180 m/s2, 190 m/s2, 200 m/s2, variation velocity 140 mm/s, 150 mm/s, 160 mm/s, 170 mm/s, 180 mm/s, displacement variation 600 mm, 800 mm, 1000 mm, 1200 mm, 1500 mm. Each variation consists of 7 concrete samples. These tests were performed with methods of external vibrating by using MBT Vibrating table CO-410 in fresh concrete. Compressive strength testing is carried out at 28 days. This study shows that the optimum strong vibrating with acceleration 180 m/s2, velocity 160 mm/s, and displacement 1000 mm with the resulting compressive strength is Fc’ 23.06 MPa. So that knowing the optimum vibration strength can be the basis for the implementation of vibration to get the planned concrete quality.","PeriodicalId":425453,"journal":{"name":"INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur","volume":"63 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121368798","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Preparedness of Tsunami Disaster in Pandeglang Region Due to The Activity of Mount Krakatau","authors":"Nadya Nur Ningtyas, I. Satyarno, R. Triatmadja","doi":"10.21831/inersia.v18i2.54054","DOIUrl":"https://doi.org/10.21831/inersia.v18i2.54054","url":null,"abstract":"Pandeglang Regency is one of the areas with the most building damage in The 2018 Anak Krakatau Tsunami. The tsunami in 2018 was caused by the activity of Anak Krakatau Volcano in the form of an avalanche of material on the volcano's cliffs. The subdistricts in Pandeglang Regency affected by the tsunami were Carita Subdistrict, Labuan Subdistrict, and Panimbang Subdistrict. This research evaluates potential damage to buildings to determine the condition of the existing land, determines an evacuation route to a temporary evacuation site (TES), and simulates a tsunami evacuation using this evacuation route. Parameters of run-up height and building type are used as parameters for assessing building damage. The determination of TES is influenced by run-up height, elevation, and distance from the shoreline. Evacuation route planning and evacuation simulation are based on the assumed number of evacuees and the scenario of a tsunami evacuation. The results showed moderate damage to buildings in Carita Subdistrict, Labuan Subdistrict, and Panimbang Subdistrict. The examination of existing land as TES, namely Carita Vacant Land, Carita 1 Middle School, LDII Labuan Mosque, Labuan Shelter Building, Panimbang Vacant Land. According to the tsunami evacuation scenario during the day, evacuation time results for 25-30 minutes with an average speed of 1 m/s. The tsunami evacuation time at night is free of obstacles or with obstacles for 50-85 minutes with an average speed of 1 m/s. The tsunami evacuation time at night is full of free and obstacle-free tours for 60-100 minutes with an average speed of 0.5 m/s. Evacuation time based on simulation results is compared with evacuation time calculated by ETA and other studies as data validation to determine the probability of community preparedness in the Pandeglang Regency. The preparedness community in Pandeglang Regency is in the ready category by 25% in the Carita subdistrict, Labuan subdistrict, and Panimbang Subdistrict.","PeriodicalId":425453,"journal":{"name":"INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130830579","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"3-Dimensional Numerical Simulation of Nailed Slab System Settlement Behavior on Soft Soil","authors":"Ekie Aulia Abdurrahman, H. Hardiyatmo, A. Rifa’i","doi":"10.21831/inersia.v18i2.48375","DOIUrl":"https://doi.org/10.21831/inersia.v18i2.48375","url":null,"abstract":"The design of the YIA airport rail line is on soft soil with a depth of 12-16 m. The design of the rail line uses a 4 m high embankment. Reinforcement is carried out by the method of a nailed slab system. The nailed slab system consists of a monolithically connected slab and pile. This method is believed to be able to reduce the settlement that occurs in the foundation soil effectively. This study aims to determine the effect of using a nailed slab system that varies in length, distance, and arrangement. The data used are boring and laboratory tests. Effect of variations in length (8 m; 10 m; 12 m and 14 m), distance (0.8 m; 1.2 m; 1.6 m; and 2 m), and pile arrangement (uniform; V and W) on soil settlement foundation is done with the RS3 program. The results showed that each additional 2 m of pile length could reduce the total settlement by 48.63%-82.31% of the unreinforced foundation soil. The decrease in permits was fulfilled at the length of the piles of 12 m and 14 m. Pile spacing of 0.8 m, 1.2 m, 1.6 m, and 2 m reduced the total settlement by 69.47%, 68.78%, 67.22%, and 60.90%, respectively. On piles with a length of 12 m, distances of 0.8 m and 1.2 m fulfilled the allowable reduction. The use of the V arrangement gave the greatest reduction of 71.77% while the uniform arrangement was 68.78% and the W arrangement was 68.56%. The use of a nailed slab system as foundation soil reinforcement due to embankment load can reduce settlement effectively.","PeriodicalId":425453,"journal":{"name":"INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur","volume":"15 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114399064","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"MaaS Implementation in Bandung City: Big Data Collection, Integration, and Utilization","authors":"Alexander Kresna Yogatama, Jolang Sasongko Sutapa, Okkie Putriani, S. Mahardhika","doi":"10.21831/inersia.v18i2.53222","DOIUrl":"https://doi.org/10.21831/inersia.v18i2.53222","url":null,"abstract":"The results of the Eden Strategy Institute 2021 study show that Bandung City is ranked 28th in the world's Top 50 Smart City Government Rankings. However, from the results of the Asian Development Outlook 2019 study, Bandung City is ranked as the most congested city in Indonesia and 14th in Asia. Solutions to problems are offered in the form of Mobility as a Service (MaaS), an integrated system of transportation services, digitization, and the use of big data. The realization of MaaS requires contributions from all parties. The synergy between the government, academia, stakeholders, the media, and the public is called Pentahelix. The research stage includes the collection of primary data and secondary data by conducting a literature review. Then conduct a graphical analysis of multivariate data on Pentahelix with three assessments, namely performance, competence, and involvement. Next, modeling and loading were carried out for a pilot simulation of The Bandung City area in the eastern region using macro or meso-level traffic simulation software, namely PTV Visum 2022 (Student). After comparing with real-time analysis from the Google Maps application, comprehensive results were obtained with real conditions. As a means of controlling public transportation services, an Electronic Device Capture (EDC) hardware digital system is needed that is integrated between modes through software and artificial intelligence. The final stage of this study was carried out a risk analysis matrix for the implementation of MaaS for the city of Bandung with moderate risk results. MaaS is not a new idea, but it is a good solution to overcome congestion and change Bandung’s transportation concept.","PeriodicalId":425453,"journal":{"name":"INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132367739","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Evaluasi Kinerja Bangunan Rumah Sakit Santa Maria Pemalang dengan Non-linier Static Pushover Analysis Metode ATC-40 dan FEMA 440","authors":"Bima Priya Hutama","doi":"10.21831/inersia.v17i2.25511","DOIUrl":"https://doi.org/10.21831/inersia.v17i2.25511","url":null,"abstract":"ABSTRACTThe study of this final assignment was conducted by evaluating the earthquake-resistant performance of Santa Maria Hospital Structure in Pemalang to figure out the building’s performance level based on the methods of ATC-40 and FEMA 440, as well as to find out the mechanism of formed plastic joints on the beam-column and to predict the collapse behavior. The research method used a response spectrum using a SAP2000v19 program. Based on ATC-40, performance point values for x-direction and y-direction were 0.00433 and 0.00408. Those results show that the reviewed building structure categorized in the performance level of Immediate Occupancy (IO). Meanwhile, the analysis of structure damage level using FEMA 440 has resulted values for structure’s lateral displacement target of x-direction was 0.17819 m and y-direction of 0.13524 m, and categorized in the performance level of Immediate Occupancy (IO). Most of the plastic joint level on the beam and column has been categorized in the Immediate Occupancy (IO). In this category, it can be said that the performance of structure components are still in secured condition when displacement target achieved.  ABSTRAKPenelitian ini dilakukan dengan mengevaluasi kinerja tahanan gempa Gedung Rumah Sakit Santa Maria Pemalang untuk mengetahui level kinerja bangunan (performance level) berdasarkan metode ATC-40 dan  FEMA 440. Serta mekanisme terbentuk sendi plastis pada balok kolom dan memprediksi perilaku keruntuhan. Metode penelitian menggunakan respons spektrum dengan program SAP2000v19. Berdasarkan ATC-40 diperoleh nilai  performance point  untuk arah x = 0,00433 dan arah y =0,00408. Hasil tersebut  menunjukkan bahwa struktur gedung yang ditinjau  termasuk dalam tingkat kinerja Immediate Occupancy (IO). Sedangkan hasil analisis tingkat kerusakan struktur menggunakan FEMA 440 menghasilkan nilai target perpindahan lateral struktur arah x = 0,17819 m, dan arah y = 0,13524 m dan termasuk dalam kategori tingkat kinerja struktur Immediate Occupancy (IO). Sebagian besar tingkat sendi plastis balok dan kolom masih dalam Immediate Occupancy (IO). Dalam kategori ini dapat dikatakan kinerja komponen struktur masih dalam keadaan aman saat target perpindahan tercapai.","PeriodicalId":425453,"journal":{"name":"INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130913425","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Pengaruh Penambahan Waste Glass sebagai Agregat Kasar terhadap Kuat Tekan Beton","authors":"S. Utami, M. Zaini, Adib Wajyu Hidayat","doi":"10.21831/inersia.v17i2.41223","DOIUrl":"https://doi.org/10.21831/inersia.v17i2.41223","url":null,"abstract":"ABSTRACTThis research aims to utilize glass waste as the basic material of coarse aggregate in the concrete mix used to reduce glass waste. This research uses 15 specimens with 150 x 300 mm in dimensions. The test results of normal concrete (BN) at 7, 14, and 28 days were 20.95 N/mm, 28.31 N/mm, and 34.54 N/mm. The BWG 1 at 7, 14, and 28 days was 24.35 N/mm, 25.48 N/mm, and 33.97 N/mm. BWG2 at 7, 14, and 28 days of 17.55 N/mm², 23.78 N/mm, and 29.44 N/mm. Waste glass (BWG3) at 7, 14, and 28 days of 20.38 N/mm², 20.95 N/mm, and 26.04 N/mm. BWG4 at 7, 14, and 28 were 13.02 N/mm, 19.82 N/mm, and 22.08 N/mm. Comparison of the compressive strength of normal concrete with waste glass concrete at the age of 7 days showed that BWG1 increased around 16%. As for other test specimens, there was a decrease in compressive strength compared to BN were the results for BW2, BW3, BW4 (16%, 3%, and 38%). At 14 days shows that the BWG1, BWG2, BWG3, and BWG4 decrease by 10%, 16%, 26%, and 30%. At 28 days showed the BWG1, BWG2, BWG3, and BWG4 decrease of 2%, 15%, 25%, and 36% compared to BN. ABSTRAKPenelitian ini bertujuan untuk memanfaatkan limbah kaca sebagai bahan dasar agregat kasar dalam campuran beton yang digunakan untuk mereduksi limbah kaca. Penelitian ini menggunakan 15 benda uji dengan dimensi 150 x 300 mm. Hasil pengujian beton normal (BN) pada umur 7, 14, dan 28 hari adalah 20,95 N/mm, 28,31 N/mm, dan 34,54 N/mm. BWG 1 pada hari ke 7, 14, dan 28 adalah 24,35 N/mm, 25,48 N/mm, dan 33,97 N/mm. BWG 2 pada 7, 14, dan 28 hari sebesar 17,55 N/mm², 23,78 N/mm, dan 29,44 N/mm. BWG 3 pada 7, 14, dan 28 hari sebesar 20,38 N/mm², 20,95 N/mm, dan 26,04 N/mm. BWG 4 pada 7, 14, dan 28 adalah 13,02 N/mm, 19,82 N/mm, dan 22,08 N/mm. Perbandingan kuat tekan beton normal dengan beton limbah kaca pada umur 7 hari menunjukkan bahwa BWG1 meningkat sekitar 16%. Sedangkan untuk benda uji lainnya terjadi penurunan kuat tekan dibandingkan dengan BN yaitu pada hasil BW2, BW3, BW4 (16%, 3%, dan 38%). Pada 14 hari menunjukkan bahwa BWG1, BWG2, BWG3, dan BWG4 mengalami penurunan sebesar 10%, 16%, 26%, dan 30%. Pada hari ke 28 menunjukkan penurunan BWG1, BWG2, BWG3, dan BWG4 sebesar 2%, 15%, 25%, dan 36% dibandingkan dengan BN.","PeriodicalId":425453,"journal":{"name":"INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur","volume":"2014 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127553172","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Defleksi Lateral Tiang Tunggal Akibat Beban Lateral pada Tanah Pasir","authors":"Ahmad Fahrul Lafit, Togani Cahyadi Upomo, Yeri Sutopo, Agung Sutarto","doi":"10.21831/inersia.v17i2.27092","DOIUrl":"https://doi.org/10.21831/inersia.v17i2.27092","url":null,"abstract":"ABSTRACTOne type of deep foundation is a pile foundation that is designed and has the ability to withstand axial, lateral, and uplift loads. This analysis aims to determine and compare deflections that occur on poles that are in granular soil by using the manual calculation of the p-y curve method with finite difference approaches and calculations with Allpile and Plaxis software. The analysis was conducted three times, namely on a 60 cm diameter pole at a depth of 10 meters embedded pile with lateral loads of 25 kN, 50 kN, and 75 kN. The data used to calculate the lateral deflection of the pole is secondary data. Lateral deflection analysis using Plaxis software with a load of 25 kN, 50 kN, and 75 kN obtained lateral deflection of the uppermost pole respectively 0.159 cm, 0.324 cm, and 0.545 cm. Lateral deflection analysis using Allpile software with a load of 25 kN, 50 kN, and 75 kN obtained lateral deflection of the uppermost pile by 0.08 cm, 0.16 cm and 0.29 cm. While the results of the lateral deflection analysis of the manual calculation of the p-y curve method with a finite different up to 25 kN, 50 kN, and 75 kN loads obtained lateral deflection of the uppermost pile respectively by 0.60 cm, 0.12 cm and 0.179 cm. So the approximating calculations are manual calculation of the p-y curve method with calculations with Allpile software. Nash-Sutcliffe Efficiency (NSE) value calculation of the p-y curve method with plaxis software at lateral load 25 kN, 50 kN, 75 kN obtained consecutive NSE values of -5,946, -6,439, dan -30,118 all of which have unsatisfactory performance rating. Different with curve p-y method  compared with Allpile that has consecutive NSE values of 0,876, 0,876, 0,876, dan 0,605 all of which have very good performance rating. ABSTRAKSalah satu jenis fondasi dalam adalah fondasi tiang yang didesain dan memiliki kemampuan untuk menahan beban aksial, lateral, dan uplift. Analisis ini bertujuan untuk mengetahui dan membandingkan defleksi yang terjadi pada tiang yang berada pada tanah granuler dengan menggunakan perhitungan manual metode kurva p-y dengan pendekatan beda hingga dan perhitungan dengan software Allpile dan Plaxis. Analisis dilakukan tiga kali percobaan yaitu pada tiang berdiameter 60 cm pada kedalaman tiang tertanam 10 meter dengan beban lateral sebesar 25 kN, 50 kN, dan 75 kN. Data yang dipakai untuk menghitung defleksi lateral tiang adalah data sekunder. Analisis defleksi lateral menggunakan software Plaxis dengan beban 25 kN, 50 kN, dan 75 kN didapatkan defleksi lateral tiang paling atas berturut-turut sebesar 0,159 cm, 0,324 cm, dan 0,545 cm. Analisis defleksi lateral menggunakan software Allpile dengan beban 25 kN, 50 kN, dan 75 kN didapatkan defleksi lateral tiang paling atas berturut-turut sebesar 0,08 cm, 0,16 cm, dan 0,29 cm. Sedangkan hasil analisis defleksi lateral perhitungan manual metode kurva p-y dengan pendekatan beda hingga dengan beban 25 kN, 50 kN, dan 75 kN didapatkan defleksi lateral tiang pali","PeriodicalId":425453,"journal":{"name":"INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130287712","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Perancangan Ulang Struktur Atas Gedung Kantor Otoritas Jasa Keuangan Surakarta Menggunakan Baja Konvensional","authors":"Muhammad Firdaus Willy Pratama, Eka Faisal Nur Hidayatullah","doi":"10.21831/inersia.v17i2.34187","DOIUrl":"https://doi.org/10.21831/inersia.v17i2.34187","url":null,"abstract":"ABSTRACTThe purpose of this final project is to determine the dimensions of the profile, connection, deviation, and structure of the Surakarta Financial Services Authority Office Building. The research method used is the redesign of the upper structure of the Surakarta Financial Services Authority Office Building using conventional steel based on Indonesian National Standards. Based on the analysis and re-planning shows that the steel structure of the Surakarta Financial Services Authority Office Building meets the SCWB (Strong Column Weak Beam) concept. The profiles obtained are used for 7 types of beam components, namely B1 (IWF 350.350.14.22), B2 (IWF 350.350.19.19), B3 (IWF 350.350.12.19), B4 (IWF 350.350.16.16), B5 (IWF 300.300 . 10.15), B6 (IWF 300.3000.9.14), and B7 (IWF 250.250.14.14) as well as 8 types of column components, namely column K1 (IWF 400.400.20.35), K2 (IWF 400.400.18.28), K3 (IWF 400.400. 16.24 ), K4 (IWF 400.400.21.21), K5 (IWF 350.350.10.16), K6 (IWF 350.350.13.13), K7 (IWF 300.300.11.17), and K8 (IWF 300.300.15.15) which have a type of cross section that is compact and meet the requirements of the moment and shear ratio, flexible and shear control, as well as the safety factor in accordance with the requirements ABSTRAKPenelitian ini bertujuan untuk mengetahui dimensi profil baja, sambungan, simpangan, dan stabilitas struktur Gedung Kantor Otoritas Jasa Keuangan Surakarta. Metode penelitian yang digunakan ialah perancangan ulang struktur atas Gedung Kantor Otoritas Jasa Keuangan Surakarta menggunakan baja konvensional berdasarkan Standar Nasional Indonesia. Berdasarkan hasil analisis dan perencanaan ulang menunjukkan bahwa struktur baja Gedung Kantor Otoritas Jasa Keuangan Surakarta memenuhi konsep SCWB (Strong Column Weak Beam). Diperoleh profil yang digunakan pada komponen balok sebanyak 7 jenis yaitu balok yaitu balok B1 (IWF 350.350.14.22), B2 (IWF 350.350.19.19), B3 (IWF 350.350.12.19), B4 (IWF 350.350.16.16), B5 (IWF 300.300.10.15), B6 (IWF 300.300.9.14), dan B7 (IWF 250.250.14.14) serta komponen kolom sebanyak 8 jenis yaitu kolom K1 (IWF 400.400.20.35), K2 (IWF 400.400.18.28), K3 (IWF 400.400.16.24), K4 (IWF 400.400.21.21), K5 (IWF 350.350.10.16), K6 (IWF 350.350.13.13), K7 (IWF 300.300.11.17), dan K8 (IWF 300.300.15.15)  yang mempunyai jenis penampang kompak dan memenuhi syarat rasio momen dan geser, kontrol lentur dan geser, serta safety factor yang sesuai dengan persyaratan.  ","PeriodicalId":425453,"journal":{"name":"INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur","volume":"4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133209084","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Analisis Sirkulasi dan Jalur Penghubung Kawasan Pecinan Kota Lama Tangerang","authors":"Manisa Edelin Jingga, Lintang Suminar","doi":"10.21831/inersia.v17i2.45604","DOIUrl":"https://doi.org/10.21831/inersia.v17i2.45604","url":null,"abstract":"ABSTRACTThe circulation system and city connecting lanes have a role in optimizing the use of roads that will provide convenience and security for road users. Tangerang City is a city that is experiencing rapid growth, one of which is influenced by its strategic location close to Jakarta as the nation's capital. The high growth in Tangerang City is also directly proportional to the increase in demand for roads to accommodate traffic activities, including the effect on circulation conditions. The research location is the Chinatown area of Kota Lama Tangerang which is located in 3 (three) urban villages, namely Sukasari, Sukarasa, and Sukaasih villages. The Chinatown area of Kota Lama Tangerang is an area of culture, trade and services, offices, and housing. The Chinatown area in Kota Lama is the forerunner of the center of Tangerang City or can even be called the city's zero point because it is in this area that the center of Tangerang City was formed. This study aims to analyze the circulation and connecting lanes of the Chinatown area of Kota Lama Tangerang which consists of road network analysis and movement, vehicle circulation analysis, transit movement analysis, parking system analysis, and pedestrian and bicycle lane analysis. The research method used is a qualitative method. The research approach used is descriptive with data collection through observation which is then translated into documentation, mapping, and description. The results of the study concluded that there is a need for improvement and rearrangement of the area so that it becomes more integrated and can support the area to become a tourism object. ABSTRAKSistem sirkulasi dan jalur penghubung kota memiliki peran dalam optimalisasi pemanfaatan jalan yang akan memberikan kemudahan dan keamanan bagi pemakai jalan. Kota Tangerang merupakan kota yang mengalami pertumbuhan pesat, salah satunya dipengaruhi faktor lokasi yang strategis berdekatan dengan Jakarta sebagai ibu kota Negara. Tingginya pertumbuhan di Kota Tangerang turut berbanding lurus dengan peningkatan permintaan terhadap jalan untuk menampung kegiatan lalu lintas, termasuk juga berpengaruh pada kondisi sirkulasi. Lokasi penelitian yaitu Kawasan Pecinan Kota Lama Tangerang yang berada pada 3 (tiga) kelurahan, yaitu kelurahan Sukasari, Sukarasa, dan Sukaasih. Kawasan Pecinan Kota Lama Tangerang merupakan kawasan budaya, perdagangan dan jasa, perkantoran, dan perumahan. Kawasan Pecinan di Pasar Lama merupakan cikal bakal pusat Kota Tangerang atau bahkan dapat disebut sebagai zero point kota karena di kawasan inilah pusat Kota Tangerang terbentuk. Penelitian ini bertujuan untuk menganalisis sirkulasi dan jalur penghubung Kawasan Pecinan Kota Lama Tangerang yang terdiri dari analisis jaringan jalan dan pergerakan, analisis sirkulasi kendaraan, analisis pergerakan transit, analisis sistem parkir, dan analisis jalur pejalan kaki dan jalur sepeda. Metode penelitian yang digunakan adalah metode kualitatif. Pendekatan penelitian","PeriodicalId":425453,"journal":{"name":"INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur","volume":"52 12","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114095576","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Path, Portal, Place sebagai Strategi Penguat Karakter Aksesibilitas Wisata Candi Plaosan","authors":"Desrina Ratriningsih, Wiliarto Wirasmoyo, Akbar Preambudi","doi":"10.21831/inersia.v17i2.43788","DOIUrl":"https://doi.org/10.21831/inersia.v17i2.43788","url":null,"abstract":"ABSTRACTCultural tourism is a type of tourist attraction object based on the work of human creativity in the form of cultural heritage and cultural values that are still lively today. In the Klaten Regency Spatial Plan 2011-2031. Plaosan Lor Temple and Plaosan Kidul has been designated as a Cultural Conservation site as a tourist area, especially temple tourism with Prambanan Temples, Sojiwan Temples, Bubrah Temples, Lumbung Temples, Sewu Temples, Asu/Gana Temples, and Lor/Candirejo Temples. The development of a tourist attraction based on attraction must be supported by the component of accessibility and facilities, accessibility makes it easy for visitors to reach a tourist attraction while the facilities can meet the needs of visitors as long as they enjoy the attractions in a tourist attraction of their choice. The problem with reaching the Plaosan Temple tourist complex is the lack of wayfinding to reach the area. The research method used is using a qualitative rationalistic research framework, which focuses on individual perceptions in seeing, understanding and analyzing the concept of Path, Portal, Place in the Plaosan temple tourist area. This research begins with direct observation, including physical observations and activities based on the parameters and indicators that are formulated. Field observations include physical and activity observations. The results of the study are in the form of directions that can strengthen the achievement of accessibility to the Plaosan Temple tourist complex in order to improve the quality as one of the temple tourism destinations ABSTRAKPariwisata budaya adalah jenis obyek daya tarik wisata yang berbasis pada hasil karya cipta manusia baik yang berupa peninggalan budaya maupun nilai budaya yang masih hidup sampai sekarang. Di dalam Rencana Tata Ruang Wilayah Kabupaten Klaten tahun 2011-2031. Candi Plaosan Lor dan Plaosan Kidul sudah ditetapkan menjadi situs Cagar Budaya menjadi satu kawasan wisata khususnya wisata candi dengan Candi Prambanan, Candi Sojiwan, Candi Bubrah, Candi Lumbung, Candi Sewu, Candi Asu/Gana, dan Candi Lor/Candirejo. Pengembangan suatu objek wisata dengan basis atraksi harus didukung oleh komponen aksibilitas dan fasilitas, aksebilitas memberikan kemudahan kepada pengunjung untuk menjangkau suatu objek wisata sementara fasilitas dapat memenuhi kebutuhan pengunjung selama mereka menikmati atraksi di suatu objek wisata yang dipilihnya. Permasalahan terhadap pencapaian menuju Kompleks wisata Candi Plaosan adalah minimnya penanda untuk mencapai kawasan. Metode penelitian yang digunakan adalah menggunakan kerangka penelitian rasionalistik kualitatif, yang berfokus pada persepsi individu dalam melihat, memahami dan menganalisis konsep Path, Portal, Placepada kawasan wisata candi Plaosan. Penelitian ini dimulai dengan pengamatan secara langsung, meliputi amatan fisik dan aktivitas berdasarkan parameter dan indikator yang di rumuskan. Pengamatan lapangan meliputi amatan fisik dan aktivita","PeriodicalId":425453,"journal":{"name":"INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur","volume":"120 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117295534","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}