Two kinds of culture systems were constructed, namely, an artificial substrate system (novel sponge biocarrier, SB) and a water exchange system (WE), to evaluate the effects of the microalga Haematococcus pluvialis on the water quality and performance of whiteleg shrimp (Litopenaeus vannamei). The results showed that the average NH4+-N concentration with H. pluvialis was lower than those without it. The average concentration of NO2?-N and NO3?-N in SB system were significantly decreased than those present in WE system, but there was no significant difference in SB system. The growth performance of shrimp with H. pluvialis was superior to that without it. The final average weight and growth rate of shrimp in SB1 and WE1 tanks were differed significantly among that present in SB2 and WE2 tanks (p?<?0.05). SB1 tended to have the highest average weight gain and lowest feed conversion ratio. The shrimp survival was significantly higher in SB1 and WE1 tanks (89.06% and 82.29%, respectively) than that present in SB2 and WE2 tanks (78.13% and 48.44%, p?<?0.05). The high-throughput sequencing results showed that the diversity of bacterial communities and the abundance of bacteria related to the nitrogen cycle and the degradation of organic matter were increased. The present study showed that H. pluvialis had positive effects on shrimp culture in using artificial substrate system and water exchange system.
Two monolayer concrete frames with the same reinforcement, KJ1 and KJ2, were designed. KJ1 was designed to simulate low cyclic reversed loading test under weak earthquake. Besides, the fire response test, including temperature rising and lowing, was made by fixing the axial compression ratio of the column. For KJ2, the fire response test at the fixed axial compression ratio was made. The deformation response of the concrete frames in fire was studied. Comparative analysis of the apparent phenomenon, temperature curves, bearing capacity change of the frames were made based on the test results of KJ1 and KJ2. According to the simplified temperature distribution, the ultimate bearing capacity of the column under the high temperature was preliminarily determined. It is illustrated that the calculation results and finally test phenomenon are consistent according to the simplified section. 相似文献