| Makale Türü | Özgün Makale (ESCI dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | Innovative Infrastructure Solutions | ||
| Dergi ISSN | 2364-4176 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | Scopus | ||
| Makale Dili | İngilizce | Basım Tarihi | 04-2026 |
| Cilt / Sayı / Sayfa | 11 / 5 / – | DOI | 10.1007/s41062-026-02618-w |
| Makale Linki | https://doi.org/10.1007/s41062-026-02618-w | ||
| UAK Araştırma Alanları |
Yapım Teknolojileri
Yapı Mekaniği
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| Özet |
| The construction industry is moving towards Industry 4.0, integrating 3D printing into practice. However, existing research often treats structural, environmental, and economic aspects in isolation, lacking a holistic evaluation of building-scale performance under seismic demands. This study addresses this gap by comparing two building-scale 3D printed concrete (3DPC) designs with five types of wall section geometries (filled, carved, square, rectangular, and triangular) in terms of environmental, structural, and economic considerations. The study proposes a holistic preliminary design option and evaluation methodology for 3DPC wall systems in seismic zones. The examined section geometries were selected to reflect commonly adopted practical design approaches, aiming to systematically investigate the trade-offs between load-bearing capacity and material efficiency, ranging from completely filled systems to … |
| Anahtar Kelimeler |
| 3D printed concrete building | Cross-sectional geometry | Environmental compatibility | Industry 4.0 | Ultimate axial load |
| Atıf Sayıları | |
| Scopus | 1 |
| Google Scholar | 2 |
| Dergi Adı | Innovative Infrastructure Solutions |
| Yayıncı | Springer International Publishing AG |
| Açık Erişim | Hayır |
| ISSN | 2364-4176 |
| E-ISSN | 2364-4184 |
| CiteScore | 4,4 |
| SJR | 0,584 |
| SNIP | 1,119 |