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

Pudjisuryadi, Pamuda and Lumantarna, Benjamin (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. [UNSPECIFIED]

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          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.

          Item Type: UNSPECIFIED
          Uncontrolled Keywords: Modified partial capacity design; partial side sway mechanism; reinforced concrete; seismic design.
          Subjects: T Technology > TA Engineering (General). Civil engineering (General)
          Divisions: Faculty of Civil Engineering and Planning > Civil Engineering Department
          Depositing User: Admin
          Date Deposited: 06 Oct 2021 17:20
          Last Modified: 12 Apr 2023 11:46
          URI: https://repository.petra.ac.id/id/eprint/19291

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