建筑物的允许变形值被引量：1

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摘要本文推荐最好采用允许相对弯曲作为较好的允许变形值的指标。着重叙述了砌体承重结构的允许变形值。并以弹性理论为基础介绍了伯朗德——罗斯计算相对弯曲的公式。

作者曹可之

机构地区中南建筑设计院

出处《四川建筑科学研究》北大核心 1991年第4期39-43,共5页 Sichuan Building Science

关键词建筑物地基形变弹性理论

同被引文献9

1蒋利学.逆作法施工基坑对周围建筑沉降影响的工程实例分析[J].建筑结构,2005,35(7):20-22. 被引量：14
2王素霞.基坑开挖对临近建筑物影响的数值分析研究[D].南京工业大学,2007.
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5Kerisel J. Old structures in relation to soil conditions [ J]. 15th Rankine Lecture, British Geotechnical Association, 1975, 25 (3) : 455-483.
6Skempton A W, MacDonald D H. The allowable settlement of buildings [ J ]. Proceedings-lnstitute of Civil Engineers, 1956, 3(2) : 727-784.
7Boone J S. Ground-movement-related building damage [ J ]. Journal of Geotechnical Engineering, 1996, 122(11) : 886-896.
8Boscardin M I), Cording E J. Building response to excavation induced settlement [ J ]. Journal of Geotechnical Engineering, 1989, 115(1 ) : 115-121.
9Burland J B, Wroth C P. Settlement of buildings and associated damage [ C ]. Proceedings of Conference on Settlement of Structures, Pentech Press, London, U. K. , 1974: 611-654.

四川建筑科学研究

1991年第4期

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