Magnification Factor in Partial Capacity Design for Multitude Bay Buildings

Authors

  • Andrians Juniawan

DOI:

https://doi.org/10.9744/acesa.v2i1.8539

Keywords:

Bank, Loan to Deposit Ratio, Makroekonomi, Non-Performing Loan.

Abstract

Partial capacity design (PCD) is an alternative method to design earthquake-resistant structures. PCD leads to a partial side sway mechanism as its collapse mechanism. Therefore, a magnification factor is applied in designing elastic column (usually perimeter column) in order to make it stronger than the plastic columns. The purpose of this research is to try a proposed magnification factor for buildings with long span. Two concrete buildings located in Surabaya at soft soil, consists of 6- and 10-story, were studied. Each building has 9 spans in the x- and y-directions, each 8 meters in length. The buildings were designed with the same columns dimension. The elastic columns were located in the building perimeter. The buildings were evaluated using non-linear time history analysis which shows that partial side sway mechanism was achieved.

References

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3. Lumantarna B, and Pudjisuryadi P. “Partial Capacity Design, A Case Study of Structure with Vertical Set-Back”, Proceedings 15th World Conference of Earthquake Engineering, Bangkok, Thailand, 2012.

4. Montejo LA. CUMBIA. North Carolina: Department of Civil, Construction, and Environmental Engineering, North Carolina State University, 2007.

5. Muljati I, and Lumantarna B. “The Use of Magnification Factor Formula in Partial Capacity Design Method for Fully Ductile Moment Resisting Frames”. Proceedings Twelft East Asia-Pacific Conference on Structural Engineering and Construction (EASEC12), Procedia Engineering 14, 2011, 220-226, www.elseviere/locate/procedia

6. Muljati I, and Lumantarna B. “Minimum Design Limit of Partial Capacity Design for Regular Moment Resisting Frame." Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13). The Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13), 2013.

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Published

2019-03-30