摘要
本文将文献[1]的经验抗裂、抗倒系数线性化,综合震害经验和实验室研究,给出了多层砖房震害的一般经验公式K=β·0.085·2^((n-6)/1.48)和K—n(α)-Ⅰ图,为多层砖房按三个设防水准进行抗震设计和震害预测提供了一个简明、实用的定量方法。初步应用表明,所得结果能反映城市房屋现状和符合一般震害规律。
This paper gives a common experimental formula K = B·0.085·2 (n-8) /1:48 and figures K-n(α)-Ⅰ for the earthquake hazard of masonry structures by making linearization of expetimental anti-crack and anti-collapse coefficients in Reference CD and offers a simple and practical quantitative methods for three level design and earthquake hazard picdiction of masonry itructuies. The results obtained in this paper reflect the situation of brick buildings in many cities.
出处
《地震工程与工程振动》
CSCD
北大核心
1990年第4期91-100,共10页
Earthquake Engineering and Engineering Dynamics
