Studi Perbandingan Kinerja dan Efisiensi Struktur Penahan Gempa SRPM Material Baja dan SRPM Material Beton pada Bangunan 6 Lantai. (Comparative Study of the Performance and Efficiency of Steel and Reinforced Concrete SRPM Seismic-Resisting Structures in a Six-Story Building).

Rumlawang, Samuel Sem (2025) Studi Perbandingan Kinerja dan Efisiensi Struktur Penahan Gempa SRPM Material Baja dan SRPM Material Beton pada Bangunan 6 Lantai. (Comparative Study of the Performance and Efficiency of Steel and Reinforced Concrete SRPM Seismic-Resisting Structures in a Six-Story Building). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

High-rise buildings have substantial mass and stiffness, making them more vulnerable to lateral forces compared to low-rise structures. Earthquakes and wind loads can cause structural damage such as cracks in columns and beams, excessive deformation, local buckling, weak connections, uncontrolled plastic deformation if not properly designed, and even total collapse. Wind loads also tend to increase with building height. This research aims to comparative study on performance and efficiency of Special Moment Resisting Frames (SMRF) using steel and concrete materials in a sixstory building subjected to seismic loads. Based on the analysis, both structural systems steel and concrete SMRF demonstrate safe behavior under earthquake conditions, as shown by displacement control and the effects of P-Delta remaining within acceptable limits. Pushover analysis results indicate that both systems fall within the Immediate Occupancy (IO) performance level with maximum drifts under 1%. In terms of cost efficiency, the concrete SMRF system is more economical than the steel system, as shown by the lower overall construction cost. The conclusion is that concrete SMRF systems are more recommended for use due to their better cost-efficiency while maintaining equivalent structural performance under seismic loads

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