Research Articles | Challenge Journal of Structural Mechanics

Wind loads for stadium lighting towers according to Eurocode 1

Zeki Karaca, Hasan Tahsin Öztürk, Erdem Türkeli
Zeki Karaca Department of Civil Engineering, Ondokuz Mayıs University, 55139 Samsun, Turkey
Hasan Tahsin Öztürk Department of Civil Engineering, Of Technology Faculty, Karadeniz Technical University, 61830 Trabzon, Turkey
Erdem Türkeli * Ordu Provincial Organization of Ministry of Environment and Urban Planning, 52100 Ordu, Turkey
View Counter: Abstract | 2146 times | ‒ Full Article | 1002 times |
Citation Metadata Academic search Print Email (Login required) Facebook X (Twitter) LinkedIn Reddit WhatsApp Contact author (Login required)

The PDF file you selected should load here if your Web browser has a PDF reader plug-in installed (for example, a recent version of Adobe Acrobat Reader).

If you would like more information about how to print, save, and work with PDFs, Highwire Press provides a helpful Frequently Asked Questions about PDFs.

Alternatively, you can download the PDF file directly to your computer, from where it can be opened using a PDF reader. To download the PDF, click the Download link above.

Related Articles

  • Three-dimensional static analysis of reinforced concrete cantilever beam using MATLAB Partial Differential Equation Toolbox
    Olgun Köksal, Zeki Karaca, Erdem Türkeli
    Challenge Journal of Structural Mechanics (2023) 9(3) 107-119
    Nowadays, three-dimensional (3D) solid model of the structures can be prepared by using computer aided design programs. There are many numerical methods for static, dynamic and temperature analysis of structural systems. The most preferred among these methods ...
  • Optimum design of reinforced concrete beam sections with JAYA algorithm
    Yasin Duysak, Sinan Melih Nigdeli, Gebrail Bekdaş
    Challenge Journal of Concrete Research Letters (2024) 15(4) 134-141
    Section design is an important process for designing reinforced concrete structures because of the existence of factors such as bearing capacity and cost. After defining the initial cross sections for reinforced concrete elements, reinforcement amounts are cal...
  • Investigation of the seismic response of irrigation channel using Coupled Eularian-Lagrangian approach
    Muhammet Ensar Yiğit, Betül Üstüner
    Challenge Journal of Concrete Research Letters (2024) 15(3) 90-100
    While devastating earthquakes affect cities, they can also cause serious damage to irrigation structures in agricultural areas. Cracks and structural deteriorations may occur in water structures using concrete such as dams, aqueducts and open channels. This st...
  • Impact of wrap quantity on strength of damaged and undamaged CFRP-reinforced structural members
    Serdal Ünal, Ahmet Burak Kurt, Mehmet Canbaz
    Challenge Journal of Concrete Research Letters (2025) 16(3) 133-141
    In this study, the effect of carbon fiber reinforced polymer (CFRP) wrapping on the compressive and bending behavior of damaged reinforced concrete structural elements located in high earthquake risk areas was investigated in detail. The main objective was to ...
  • Effect of dimensions of specimens on the impact performance of concrete
    Mohammed Gamal Al-Hagri, Shahed Husni Ben Issa Ebribesh, Fares Alamoudi, Abdulrahman Rakan Al Haj Ali
    Challenge Journal of Concrete Research Letters (2025) 16(2) 85-94
    Mechanical properties of concrete are size dependent. While many reports have discussed the size effect of the test specimen on the static properties of concrete, research on the effect of cross-sectional dimensions of the concrete beams on its impact performa...