開孔鋼筋混凝土剪力牆之側力位移曲線預測

林永健

doi:10.6342/NTU201601685

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開孔鋼筋混凝土剪力牆之側力位移曲線預測

Prediction of Lateral Load Displacement Curve of Reinforced Concrete Wall with Openings

林永健 , Masters　　Advisor：黃世建　　

繁體中文 DOI： 10.6342/NTU201601685

鋼筋混凝土；開孔牆；側力位移曲線；耐震評估；開口補強筋； reinforced concrete ； walls with openings ； lateral load displacement curve ； seismic evaluation

Abstract │ Reference (20) │ Times Cited (5) │ Altmetrics

Abstract 〈TOP〉

Parallel Abstract 〈TOP〉

In the past earthquake reconnaissance in Taiwan, it is easily discovered that the devastations of low-rise street buildings are mainly concentrated on the first floor. It is most related to the structural performance of the first floor of the low-rise street buildings. Fulfilling the demand such as usability and privacy, the amounts of wall along the arcade of street buildings are limited. Also, those walls are basically composed of the stairway walls and the backhouse walls, which are the walls with openings. In order to retrofit the existing street buildings in a more economical and efficient way, we have to consider effectively the contribution of the walls with openings in the seismic evaluation. Even in the design of the new buildings, the walls with openings can be regarded as an earthquake resisting members.
Therefore, the purpose of this research is to propose a model of lateral load displacement curve of the reinforced concrete (RC) walls with openings. When engineers evaluate the seismic capacity of structure, they usually apply pushover analysis to get its lateral load capacity curve. If the wall with openings is regarded as an equivalent column, the lateral load displacement curve proposed in this study can be applied to the shear plastic hinge of that equivalent column. It is proved by two series of experiment that the proposed curve can imitate the shear behavior of the RC wall with openings.
According to ACI 318-14, it is required that extra horizontal and vertical reinforcement should be placed near the openings. However, this requirement is a qualitative description. Once the mentioned reinforcement fits certain detailing requirement, the lateral load displacement curve proposed in this research can include their seismic contribution.

Reference ( 20 ) 〈TOP〉

1. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, Mich., 2014, 520 pp.
連結：
2. 蔡仁傑，「鋼筋混凝土開孔牆之側力位移曲線預測」，碩士論文，國立台灣大學，土木工程學系，台北，民國104年7月，181頁。
連結：
4. Ono, M., and Tokuhiro, I., “A proposal of Reducing Rate for Strength Due to Opening Effect of Reinforced Concrete Framed Shear Walls,” Journal of Struc. Constr. Engng., AIJ, No. 453, May 1992, pp. 119-129.
連結：
5. Hwang, S. J., and Lee, H. J., “Analytical Model for Predicting Shear Strengths of Exterior Reinforced Concrete Beam-Column Joints for Seismic Resistance,” ACI Structural Journal, Vol. 96, No. 5, September-October 1999, pp. 846-858.
連結：
6. Hwang, S. J., and Lee, H. J., “Analytical Model for Predicting Shear Strengths of Interior Reinforced Concrete Beam-Column Joints for Seismic Resistance,” ACI Structural Journal, Vol. 97, No. 1, January-February 2000, pp. 35-44.
連結：

Times Cited (5) 〈TOP〉

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