DEPREM ETKİLERİNİN BETONARME ÇERÇEVELER İLE BAĞ KİRİŞLİ BETONARME PERDELER TARAFINDAN BİRLİKTE KARŞILANDIĞI BİNALARDA BAĞ KİRİŞİ MODELLERİNİN YAPI PERFORMANSINA ETKİSİ-Reference-Cited by-同舟云学术

DEPREM ETKİLERİNİN BETONARME ÇERÇEVELER İLE BAĞ KİRİŞLİ BETONARME PERDELER TARAFINDAN BİRLİKTE KARŞILANDIĞI BİNALARDA BAĞ KİRİŞİ MODELLERİNİN YAPI PERFORMANSINA ETKİSİ

Published:2022-03-23 Issue:1 Volume:10 Page:161-179
ISSN:1308-6693
Container-title:Mühendislik Bilimleri ve Tasarım Dergisi
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Author:

ÖZER Ömer,YÜKSEL Bahadır

Publisher

Muhendislik Bilimleri ve Tasarim Dergisi

Subject

General Medicine

Reference24 articles.

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2. Budiono, B., Dewi, N. T. H. ve Lim, E., 2019, Finite Element Analysis of Reinforced Concrete Coupling Beams, Journal of Engineering and Technological Sciences, 51 (6), 762-771.

3. Chairunnisa, N., Satyarno, I., Muslikh ve Aminullah, A., 2017, Analysis and design of shear wall coupling beam using hybrid steel truss encased in reinforced mortar, 3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials - Sustainable Structures for Future Generations, 171, 940-947.

4. Choi, Y., Hajyalikhani, P. ve Chao, S. H., 2018, Seismic Performance of Innovative Reinforced Concrete Coupling Beam-Double-Beam Coupling Beam, ACI Structural Journal, 115 (1), 113-125.

5. Eljadei, A. A. ve Harries, K. A., 2014, Design of coupled wall structures as evolving structural systems, Engineering Structures, 73, 100-113.

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