@Article{M-10310,
AUTHOR = {Hasan, Mehedi and Mondol, Tonmoy and Fahim, Sayef},
TITLE = {A Comparative Review of Diagrid Systems, Moment Frame Systems, And Shear Wall Systems in Seismic-Resistant Design},
JOURNAL = {Scientific Research Journal of Science, Engineering and Technology},
VOLUME = {3},
YEAR = {2025},
NUMBER = {1},
ARTICLE-NUMBER = {M-10310},
URL = {https://isrdo.org/journal/SRJSET/currentissue/a-comparative-review-of-diagrid-systems-moment-frame-systems-and-shear-wall-systems-in-seismic-resistant-design},
ISSN = {2584-0584},
ABSTRACT = {Design for seismic resistance is crucial for the safety and elasticity of the structures in seismic zones. This paper aims at providing a detailed comparison of three major structural systems: Diagrid, moment frame, and shear wall system to determine their seismic behavior, material consumption, economy, constructability and sustainability.  Diagrids excel in lateral load distribution and offer great architectural freedom, but are costly and complex. Moment frames are ductile and have a relatively flexible design approach; however, they are susceptible to joint failure during very strong earthquake motions. Shear walls provide excellent stiffness and drift control but need special detailing to prevent stress concentrations and improve ductility. The study also found that hybrid structural systems such as base isolated diagrid and damper integrated shear wall are better than single system approaches to improve seismic resilience. Based on more than 50 peer reviewed articles, the review stresses the significance of context specific design, interprofessional practice, and sustainable approaches to addressing the varied seismic risks. The reviews are expected to assist engineers, architects, and policy makers in selecting and developing optimal structural systems that consider safety, cost, and environmental friendliness simultaneously.

},
DOI = {}
}