THE ULTIMATE LIMIT BEHAVIOR OF PRC-ROCK SHED MODEL UNDER INCREMENTAL REPEATED IMPACT LOADING
نویسندگان
چکیده
منابع مشابه
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It is well-known that the mechanical behavior of rocks under cyclic loading is much different from static loading conditions. In most constructions, the load applied to structures is within dynamic ranges. That’s why a great deal of attention has been paid towards this field in order to identify the dynamic behavior of rocks in more details. Nevertheless, the nature of dynamic failure in rocks ...
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ژورنال
عنوان ژورنال: Doboku Gakkai Ronbunshu
سال: 2001
ISSN: 0289-7806,1882-7187
DOI: 10.2208/jscej.2001.675_73