非線性推垮分析程式SERCB與NCREE應用於鋼筋混凝土構造校舍之比較探討

A Study on the comparison of the results of SERCB's program and NCREE's program for the Nonlinear Pushover Analysis of Reinforced concrete Buildings.

梁家維(Jia-Wei Liang)

指導教授 ： 林炳昌

中原大學/工學院/土木工程研究所/碩士(2012年)

https://doi.org/10.6840/cycu201200039

摘要

台灣地震頻繁，於歷年幾次較大地震中，其校舍損壞情況相當嚴重，為了確保學校校舍的安全性，必須針對既有校舍進行耐震能力的評估，進而使用業界常用的兩套輔助程式SERCB與NCREE。
本文採用國家地震工程研究中心所進行過的四棟校舍現地實體推垮試驗之成果，並利用此二套輔助程式，進行比較與驗證，希望能使模擬結果更接近現地實體推垮試驗之成果。

關鍵字

SERCB ； NCREE ； ETABS ； 耐震能力評估 ； 推垮分析

並列摘要

Based on the observations made after the Chi-Chi earthquakes occurred in Taiwan, School building has been found most seriously damaged among all building types. In order to ensure the safety of school buildings, must address the capacity of schools to assess the seismic. And then, I use two auxiliary programs SERCB and NCREE to analysis seismic
capacity.
This article refer to the early result of NCREE of in-situ pushover test of school building, And to use two sets auxiliary program to test and verify. The purpose in this article was made the result of simulation
to reach the result in-situ pushover test.

並列關鍵字

Seismic Ability ； Pushover ； ETABS ； NCREE ； SERCB

參考文獻

(13).蔡益超、謝尚賢、宋裕祺、盧明德、蘇進國，「鋼筋混凝土建築物耐震能力評估手冊-視窗化輔助分析系統-」，2009。

(15).曾立明，「鋼筋混凝土建築物非線性推垮分析NCREE程式應用之驗證」碩士論文，私立中原大學土木工程研究所，2010。

(1). Priestley, M.J.N., Verma, R., and Xiao, Y., ”Seismic Shear Strength of Reinforced Concrete Columns,” Journal of Structural Engineering, ASCE, Vol. 120, no. 8, pp.2310-2329,1994.

(3). FEMA 273, NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, D.C.,1997.

(4). FEMA 274, NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, D.C.,1997.