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Autor:
Tao, H.
The behaviour of open spandrel brickwork masonry arch bridges (OSBMAB) was studied through model tests and finite element simulations. One three-metre and two five-metre span, full scale OSBMAB were constructed and tested to destruction. Two `partial
Externí odkaz:
http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.272637