鋼筋混凝土開孔牆之側力位移曲線預測

蔡仁傑

doi:10.6342/NTU.2015.02809

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鋼筋混凝土開孔牆之側力位移曲線預測

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

蔡仁傑 , Masters　　Advisor：黃世建　　

繁體中文 DOI： 10.6342/NTU.2015.02809

鋼筋混凝土；開口牆；側力位移曲線；軟化壓拉桿模型；傳力路徑； reinforced concrete ； wall with opening ； lateral load deflection curve ； soften strut and tie model ； transfer mechanism

Abstract │ Reference (18) │ Times Cited (8) │ Altmetrics

Abstract 〈TOP〉

Parallel Abstract 〈TOP〉

Reinforced concrete walls are commonly used in modern residential buildings. Due to functional requirement, openings of doors and windows are often required for these walls. Since the seismic behavior of walls with openings is still unclean to engineers, the walls with openings are often neglected during seismic assessment. Ignoring the seismic resistance of walls with openings will highly underestimate the seismic capacity of residential buildings. It is detrimental for seismic design and retrofitting of building structures. This study proposed a simple analytical model for lateral load-deflection curve of walls with openings subjected to shear failures.
Openings usually create weak zones within wall panels. The proposed model is applicable only to the walls with a single weak zone consisting of vertical wall segments, wall piers and columns. The lateral load-deflection curves of these key elements are first estimated individually and then combined based on the shear stiffness of elements. The rules to select load paths and formation of stiffness relationship and suggested in this study.
In order to verify the propose model, two series of tests of RC walls with openings are compared with analytic results. It can be shown that the propose model can yield reasonable prediction of lateral load-deflection curves. The proposed model is simple and useful for seismic design and retrofitting of RC residual buildings.

Reference ( 18 ) 〈TOP〉

[1] Westenenk, B., de la Llera, J. C., Besa, J. J., Jünemann, R., Moehle, J. P., Lüders, C., Inaudi, J. A., Elwood, K. J., and Hwang, S. J., (2012). “Response of Reinforced Concrete Buildings in Concepción during the Maule Earthquake,” Earthquake Spectra, June, Vol. 28, No. S1, pp. S257-S280.
連結：
[2] ACI Committee 318, (2014). “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, Mich., 519 pp.
連結：
[3] Ono, M and Tokuhiro, I (1992), “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, pp119-129
連結：
[7] Hwang, S. J. and Lee, H. J., "Strength Prediction for Discontinuity Regions by Softened Strut-and-Tie Model," Journal of Structural Engineering, ASCE, V. 128, No. 12, Dec., 2002, pp. 1519-1526.
連結：
[8] 蕭輔沛，鍾立來，葉勇凱，簡文郁，沈文成，邱聰智，周德光，趙宜峰，翁樸文，楊耀昇，褚有倫，凃耀賢，柴駿甫，黃世建，「校舍結構耐震評估與補強技術手冊（第三版）」，國家地震工程研究中心研究報告，NCREE 13-023，台北，2013。
連結：

Times Cited (8) 〈TOP〉

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