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A pilot test specimen designed by following the proposed procedure exhibited sufficient cyclic connection rotation capacity without fracture.
The specimen designed by using reduced beam section (RBS) connection and with the details of minimized composite action exhibited a superior seismic performance without experiencing any fracture or concrete crushing, close to that of bare steel counterpart.
As shown in Fig. 1a, c, referring to the U-shaped thin-walled RC beam specimen designed by Krpan and Collins (1981a), large end diaphragms (solid blocks) with a thickness of 350 mm were provided to restrain the warping of the end cross sections.
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The fabrication processes for composite specimens designed by theoretical number simulations and predictions were also studied.
The revised design method has been applied to test results of twenty-nine haunchedally haunched beam specimens designed by the author and other researchers to confirm its effectiveness.
The specimen of gravity load system, which showed inferior performance to the specimen designed for seismic load, was reinforced by either high strength strand or side plates to enhance its progressive collapse resisting capacity.
The specimen designed for lateral load showed higher strength and deformation capacity than the specimen designed only for gravity load.
The bending specimens, which were designed by constructing failure mechanism maps, were used to examine the yielding behavior of the truss core members as well as the elastic buckling and yielding of the face sheet members.
The reliability of the method was illustrated by analyzing specimens designed to mimic the information likely to be obtained from highly degraded specimens as well as specimens collected from widely separated geographic locations.
In 2002, the garden completed a $100 million reconstruction of its Beaux-Arts library building and the opening of its International Plant Science Center, housing the garden's 775,000-item 775,000-itemection and its 6.5 milibrarylant specollectionandextensits designed by the firm of Polshek Partnership Architects.
The specimens designed in this study can be classified into full-size specimens.
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