DOI
stands for Digital Object Identifier
(
D
igital
O
bject
I
dentifier
)
,
and is the unique identifier for objects on the internet. It can be used to create persistent link and to cite articles.
Using DOI as a persistent link
To create a persistent link, add「http://dx.doi.org/」
「
http://dx.doi.org/
」
before a DOI.
For instance, if the DOI of an article is
10.5297/ser.1201.002
, you can link persistently to the article by entering the following link in your browser:
http://dx.doi.org/
10.5297/ser.1201.002
。
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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


- 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:
- 林毅恩(2017)。非對稱開口鋼筋混凝土牆補強之試驗研究與分析。臺灣大學土木工程學研究所學位論文。2017。1-393。
- 吳怡謙(2017)。高強度鋼筋混凝土開孔剪力牆裂縫控制之研究。臺灣大學土木工程學研究所學位論文。2017。1-164。
- 葉柔伶(2017)。開孔鋼筋混凝土剪力牆耐震能力提升之研究。臺灣大學土木工程學研究所學位論文。2017。1-162。
- 周欣沛(2017)。含邊界柱之鋼筋混凝土剪力牆側力位移曲線預測模型。臺灣大學土木工程學研究所學位論文。2017。1-179。
- 黃銘弘(2016)。高強度鋼筋混凝土開孔牆之震損控制研究。臺灣大學土木工程學研究所學位論文。2016。1-119。