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Table 1 Maximum response limits for reinforced concrete (ASCE/SEI 2011).
American Society of Civil Engineers ASCEE) suggested level of protection (LOP) and the maximum response limits of reinforcement concrete structures, as shown in Table 1 (ASCE/SEI 2011).
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An inconclusive compound will Have a maximum response greater than positive detection limit (for activators) or a minimum response less than the negative detection limit (for inhibitors).
An active compound from Stage 1 (i.e., ACTIVE*[±1]) will Have a maximum response greater than positive detection limit (for activators) or a minimum response less than the negative detection limit (for inhibitors).
According to maximum response models, maximum shrub development was also limited by overstory variables in P. pinaster and P. radiata stands.
The system is considered to have failed if the maximum response over a given time interval exceeds specified limits.
The electroactive property and rough surface of PB film result in the improvement of the detection limit and the increase of the maximum response current and sensitivity.
Nash minimizes maximum response time.
The maximum response was taken as the absolute tetanic tension.
The mean maximum response was 27.7 +/- 14.3 ng/ml.
Maximum comfort limits of dynamic responses were then determined.
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