In addition, the analyzed results showed that the twin-deck bridge in this study is susceptible to vortex shedding and its Strouhal number gradually increases with increasing gap-width due to the change of flow regime around the bridge deck.
Various base isolation systems (BISs) such as the pure-friction, laminated rubber bearing, lead rubber bearing, resilient-friction base isolator and electricité de France systems, which have been used or are considered to have considerable potential for wide applications, are systematically compared and discussed for aseismic performances of multi-span continuous bridge in this study.
This is the gap bridged in this study by elaborating on Geology as a ground water controlling factor.
That's to say, it is feasible to arrange the train with speed below the critical speed 200 km/h on the cantilever deck of the continuous bridge in this study, but a much higher train speed is not permitted unless the cantilever deck is reinforced or redesigned.
These properties allowed for identification and potential isolation of confounding factors such as diet and the potential for bridging this macroevolutionary study with the many microevolutionary studies that have previously been conducted, particularly within Primates [9], [11] [13], [21], [49], [52], [55] [63].
To bridge this gap, this study examines the relationship among these three constructs.
To bridge this gap, this study sought to develop an assessment system for measuring the social sustainability of urban housing demolition.
And according to the FE results, the distribution factor based on the AASHTO LRFD Bridge Design Specifications was sufficient for the design of the folded plate girder bridge investigated in this study.
To bridge this gap, this study takes into account this type of dynamic behavior in the multi-state series parallel system and proposes an analytical approach to calculate the system availability and the operation cost.
