Article Per Year (5 Year)
p-Index From 2021 - 2026
0.408
P-Index
This Author published in this journals
All Journal Journal Of Civil Engineering And Infrastructure Technology
Teguh Yuono
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tunas Pembangunan (UTP), Surakarta
Civil Engineering, Building, Construction & Architecture

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
EVALUASI PARKIR KENDARAAN (ON THE STREET PARKING) PADA JALAN DR. RADJIMAN KOTA SURAKARTA Maulana Wakhid Riffani; Teguh Yuono; Rasyiid Lathiif Amhudo; Ade Sandhy Atmaja; Tuan Noor Rafidah Binti Tuan Hassan
Journal of Civil Engineering and Infrastructure Technology Vol 5 No 1 (2026): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v5i1.6237

Abstract

The development of economic activities and the increasing number of motor vehicles in Surakarta City have led to a high demand for parking space, particularly in commercial center areas. One of the emerging problems is the use of road shoulders as parking areas (on-street parking), which has the potential to reduce road performance. Dr. Radjiman Street in Surakarta City is one of the road segments with high parking activity due to its location in a commercial district, frequently causing traffic congestion. This study aims to identify the existing parking conditions, analyze the characteristics of on-street parking, and determine the most appropriate solutions to meet parking demand on Dr. Radjiman Street, Surakarta City. The research method employed was a field survey, with primary data collection including vehicle entry and exit data, parking duration, parking volume, parking accumulation, parking index, parking turnover, and road geometric data. The survey was conducted on Saturdays and Sundays to represent days with high parking activity. The results indicate that the existing parking capacity is insufficient to accommodate four-wheeled vehicles, as reflected by parking index values exceeding 100% during certain hours. This condition leads to excessive use of the roadway, reducing the effective road width and disrupting traffic flow. Based on the analysis, a reorganization of parking patterns with appropriate parking angles, along with the optimization of off-street parking facilities, is required as a solution to reduce on-street parking. It is expected that the findings of this study can serve as a reference for relevant stakeholders in managing and organizing parking facilities to improve traffic performance on Dr. Radjiman Street, Surakarta City.
PERENCANAAN STRUKTUR GEDUNG RUSUNAWA DI KABUPATEN SUKOHARJO DENGAN SISTEM RANGKA PEMIKUL MOMEN KHUSUS Harris Ian Masdhuki; Kusdiman Joko Priyanto; Teguh Yuono; Kukuh Kurniawan Dwi Sungkono; Chia Soi Lee
Journal of Civil Engineering and Infrastructure Technology Vol 5 No 1 (2026): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v5i1.6329

Abstract

The rapid population growth in the city of Sukoharjo and the increasing selling value of land, the construction of flats is the fulfillment of the need for housing. "Structure planning of the Eight-storey Rusunawa Building in Sukoharjo Regency aims to plan a high-rise building, which is strong against working loads. The structures reviewed include the upper structure and lower structure. The building structure uses (SRMPK) and shear walls. Calculation of the structural design of the roof slab support and pitch in the x and y direction Ø10 - 140 mm, reinforcement slab slab Ø12 - 170 mm, sloof 50/25 pedestal 4 D 13 mm, pitch 4 D 13 mm, shear Ø8 - 110 mm, main beam 60/30 bearing 6 D 22 mm, pitch 4 D 22 mm, shear Ø10 - 110 mm, joist 40/25 bearing 3 D 13 mm, pitch 3 D 13 mm, shear Ø10 - 110 mm, column 1 90/ 90 main 18 D 25, shear Ø12 - 200 mm, column 2 80/80 main 14 D 25 mm, shear Ø10 - 200 mm, wall shear 250 mm, borepile 70 cm, depth 20 m, studs 4 pieces, main 11 D 22 , shear Ø12 - 120 mm, pilecap 3.5 m/3.5 m, thickness 800 mm, x and y direction D 22 - 120 mm
Co-Authors Ade Sandhy Atmaja Chia Soi Lee Harris Ian Masdhuki Kukuh Kurniawan Dwi Sungkono Kusdiman Joko Priyanto Maulana Wakhid Riffani Rasyiid Lathiif Amhudo Tuan Noor Rafidah Binti Tuan Hassan