Performance Assessment of RCC-Steel Hybrid Structure

Authors

  • Lalit Bhatt Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal
  • Gokarna Kunwar Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal
  • Manas Raj Ojha Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal
  • Milan Chaulagain Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal
  • Nabin Koirala Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal
  • Ozone Rijal Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal
  • Pradhyumna Poudel Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

DOI:

https://doi.org/10.3126/joeis.v4i1.81564

Keywords:

RCC-Steel hybrid, seismic performance, performance assessment, pushover analysis, mixed structure

Abstract

This study presents a comparative evaluation of the seismic performance of three structural systems: Reinforced Cement Concrete (RCC), structural steel, and a vertically mixed RCC and steel hybrid frame. In the hybrid configuration, RCC is used in the lower two storeys and structural steel in the upper two, aiming to combine the strengths of both materials—concrete for its mass and stiffness, and steel for its lightness and ductility. Three building models of G+4 storeys each were developed in FEM tool ETABS and analyzed using the Equivalent Static Method, the Response Spectrum Method, and nonlinear Pushover Analysis in accordance with NBC 105:2020. Key performance parameters such as base shear, storey displacement, inter-storey drift, and pushover capacity were studied. The RCC model showed the highest base shear due to its heavier mass, while the steel structure exhibited better ductility and lower displacement but required larger sections and bracings to maintain structural stiffness. Steel model experienced 30% less base shear while RCC-Steel Hybrid Model experienced 17% less base shear compared to RCC model. The hybrid model exhibited drift and displacement responses that were intermediate to those of the RCC and steel structures. The hybrid model achieved a balanced performance, providing rigidity at the base and flexibility at the upper levels. The spectral acceleration value at performance point was highest for hybrid model (0.74g) compared to for RCC and Steel models (0.666g for both). Pushover analysis confirmed that the hybrid structure remained within acceptable life safety performance limits with no non-linear hinges formed at performance point indicating better seismic resilience than RCC and steel models. These findings suggest that RCC and steel hybrid systems offer a practical and efficient alternative for mid-rise construction, especially in regions like Nepal where staged construction is common, resources may be limited and high seismicity is found.

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Author Biographies

Lalit Bhatt, Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal 

Interdisciplinary Research Institute for Sustainability, Kathmandu, Nepal

Gokarna Kunwar, Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Manas Raj Ojha, Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Milan Chaulagain, Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Nabin Koirala, Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Ozone Rijal, Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Pradhyumna Poudel, Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

Department of Civil Engineering, Thapathali Campus, Institute of Engineering, Tribhuvan University, Nepal

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Published

2025-07-21

How to Cite

Bhatt, L., Kunwar, G., Ojha, M. R., Chaulagain, M., Koirala, N., Rijal, O., & Poudel, P. (2025). Performance Assessment of RCC-Steel Hybrid Structure. Journal of Engineering Issues and Solutions, 4(1), 56–66. https://doi.org/10.3126/joeis.v4i1.81564

Issue

Section

Research Articles