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Because of software memory constraints, the 6-frame translation was broken into sections 600 amino acids long, each with a 60 amino acid overlap with the previous, to avoid missing peptide identifications which might span sections.
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Stresses development at the middle span section was greatly affected by the failure modes.
Figure 4 shows the middle span section of the simply supported beam, using C50 concrete.
Open image in new window Fig. 5 Growth of strain at mid span section of RCC beams of different span.
Two ultrasonic anemometers, two tri-axial accelerometers and 52 wind pressure sensors are installed at the quarter span section.
Open image in new window Fig. 4 Growth of strain at mid span section of RCC beams with different percentage area of reinforcement.
The construction on the last main span section of the bridge was finished in April 2006.
The two normal stress critical sections (i.e. support and mid-span sections) and the shear stress critical section (i.e., L/4-section) were selected to measure the data of reinforcement strains, displacement and rotation.
Figure 5 shows the mid-span section of the concrete simply supported track beam.
One specimen is set up to be hammer impacted on the mid-span section of the top chord between two K-joints, while another is loaded on the mid-span section of the top chord within the middle K-joint.
The strain development of the truss and the strain distribution along the mid-span section were also presented and discussed.
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