Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)

Submission Deadline

( Vol 40 , Issue 05 )

Publish Deadline

( Vol 40 , Issue 05 )

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|| Aim And Scope ||

Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)


Engineering sciences:

Chemical Engineering, Mechanical engineering, Computer Engineering, Electrical engineering, civil and architectural engineering, software engineering, telecommunication engineering, Agricultural engineering,

Physical sciences:

Chemistry, Physics, Mathematics, Statistics, Computer sciences, Material sciences, earth science, geology,

Biological sciences:

Biology, Microbiology, Environmental sciences, Agricultures, Animal sciences, Plant sciences, Food technology, Biotechnology,

|| All Published Journal ||

Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)

Cash waqf financial models as a financial instrument of public-private partnership (PPP) for infrastructure projects

  • Paper ID- JSJU-21-08-2023-10170
  • Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)
  • The delivery of public infrastructure through the PPP scheme has been increasing in recent years. However, the problem regarding lack of funding was discovered when the project used the PPP scheme. Due to this limited funding capacity from both private and public sectors, alternative funding sources are critical to financing more infrastructure projects in the future. With the potential to reach IDR 180 trillion/year, cash waqf is seen as an innovative funding scheme for PPP projects in Indonesia. Therefore, this study aims to develop cash waqf as the funding source for the PPP scheme. An in-d


    Phase Detector Free of Dead and Blinde Zones Applied in Monopulse Interferometer Systems

  • Paper ID- JSJU-20-08-2023-10169
  • Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)
  • The principle of monopulse interferometer direction finding systems DF methods relies on locating the source of emission with a single received pulse. They measure the angle of arrival (AOA) of the intercepted signals using phase detectors (PD). PD measures the phase difference due to antenna spacing. In digital phase detectors, dead and blind zones caused by gate propagation delay are the most challenging factors. They cause sectors of error in phase differences measurements. In this paper, a digital phase detector using two XOR gates forming two channels has been presented. The dead and blin


    Finite Element Analysis of Axial Compression Behavior of GFRP Tube-Reinforced Hollow High-strength Concrete Short Column

  • Paper ID- JSJU-06-08-2023-10168
  • Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)
  • In order to study the axial compression property of a GFRP (glass fiber-reinforced polymer) tube-confined coal gangue steel fiber short concrete column, a test was carried out. The whole process of deformation and failure of the specimen under axial compression load was observed, and the whole process of the stress–strain curve of the specimen was obtained. The results show that the thickness of the GFRP tube has the most significant effect on the mechanical properties. The thickness of the 7 mm tube is 4.3 times the axial ultimate stress and 21.5 times the ultimate strain of the unconstr


    Isolation Performance Analysis of Waste Tire Wall on Vibration Caused by Subway Trains

  • Paper ID- JSJU-06-08-2023-10167
  • Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)
  • Steel-spring-floating slab tracks are widely used in subway lines. It is necessary to analyze and study the vibration damping and transmission characteristics of the steel-spring-floating slab track in various frequency bands under the action of train loads. A steel-spring-floating slab track and ordinary monolithic track tunnel sites with similar line conditions on straight and curved segments were selected. The vibration signals of rail, track bed, and tunnel walls were collected and the analysis results of vibration damping and vibration transmission between the steel-spring-floating sla


    Study on the Influence of Bending Stiffness on Wind-induced Vibration of Cable Viscous Damper System

  • Paper ID- JSJU-06-08-2023-10166
  • Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)
  • In practice, the internal rubber dampers are widely installed inside the cable guide pipe between the external viscous damper and the cable anchorage. In order to study the effect of the internal damper on the performance of the external viscous damper, the theoretical analysis model of a taut cable with an internal rubber damper and an external viscous damper is established in this paper, where the internal damper is assumed to be a high damping rubber damper with a flexible support and the external damper is considered to be a linear viscous damper. Then, the numerical iterative formula a