期刊：Transactions of the American Society of Civil Engineers [American Society of Civil Engineers] 日期：1925-01-01卷期号：88 (1): 0931-1029被引量：1
标识
DOI：10.1061/taceat.0003551
摘要
The method of analysis here given is believed to be considerably simpler than any accurate method of applyi11g the elastic theory to symmetrical arches heretofore published.
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