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contributor authorYan Xiao
contributor authorQuan Zhou
contributor authorBo Shan
date accessioned2017-05-08T21:34:50Z
date available2017-05-08T21:34:50Z
date copyrightSeptember 2010
date issued2010
identifier other%28asce%29be%2E1943-5592%2E0000091.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56616
description abstractThe writers are conducting a comprehensive research program, with the goal to develop modern bamboo structures for buildings and bridges. This paper reports the design, construction, and testing of modern bamboo bridges. Laminated bamboo girders or glubam were developed and verified for satisfactory mechanical performance through full-scale testing. It was demonstrated that the laminated bamboo girders have satisfactory stiffness and load carrying capacity. The use of carbon fiber-reinforced plastics can further enhance the stiffness and capacity of the bamboo girders. Based on the test results and analysis, a 10-m long single lane roadway bridge was designed and constructed, which was the first of its kind in the world. The field tests were carried out using an over loaded two-axel truck with a total weight of 8.6 t which exceeded the given design truckload of 8.0 t. The bridge performed satisfactorily with the midspan deflection corresponding to the critical service loading condition being much smaller than the code required limit. Computer simulation of the field tests shows that the trend of the measured midspan deflection can be reasonably well captured. Examples of other bridge applications are also reported in this paper.
publisherAmerican Society of Civil Engineers
titleDesign and Construction of Modern Bamboo Bridges
typeJournal Paper
journal volume15
journal issue5
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000089
treeJournal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 005
contenttypeFulltext


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