Performance of Six- and Ten-story Reinforced Concrete Buildings Designed by using Modified Partial Capacity Design (M-PCD) Method with 70% Shear Force Ratio

Authors

  • Pamuda Pudjisuryadi Department of Civil Engineering, Petra Christian University
  • F. Wijaya Department of Civil Engineering, Petra Christian University
  • R. Tanuwijaya Department of Civil Engineering, Petra Christian University
  • B.C. Prasetyo Department of Civil Engineering, Petra Christian University
  • Benjamin Lumantarna Department of Civil Engineering, Petra Christian University

DOI:

https://doi.org/10.9744/ced.23.2.131-137

Keywords:

Modified partial capacity design, partial side sway mechanism, reinforced concrete, seismic design

Abstract

One design alternative of earthquake resistant building is Partial Capacity Design (PCD) method. Unlike the commonly used capacity design method, PCD allows a safe failure mechanism which is called partial sidesway mechanism. In this mechanism, all beams and some columns are allowed to experience plastic damages while some selected columns are designed to remain elastic (called elastic columns). A new approach to predict the required strengths needed to design each structural member, called modified-PCD (M-PCD) is proposed. In this research six- and ten-story reinforced concrete buildings were designed using M-PCD, and their seismic performances are investigated. The base shear force resisted by the elastic columns was set to approximately 70% of the total base shear. Both nonlinear static procedure (NSP) and nonlinear dynamic procedure (NDP) are used to analyze the structures. The results show that the expected partial side sway mechanism is observed, and the drifts of the buildings are acceptable.

References

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Published

2021-10-05

How to Cite

Pudjisuryadi, P., Wijaya, F., Tanuwijaya, R., Prasetyo, B., & Lumantarna, B. (2021). Performance of Six- and Ten-story Reinforced Concrete Buildings Designed by using Modified Partial Capacity Design (M-PCD) Method with 70% Shear Force Ratio. Civil Engineering Dimension, 23(2), 131-137. https://doi.org/10.9744/ced.23.2.131-137

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