Advances in Civil Engineering / 2019 / Article / Tab 2

Research Article

Optimization Method for Solving the Reasonable Arch Axis of Long-Span CFST Arch Bridges

Table 2

Centroid coordinates of the six key sections.

Centroid coordinatesArch footBorder of arch girderL/8 spanL/4 span3L/8 spanMidspan

X−251.22−228.05−178.75−128.70−64.350.00
Z−105.34−85.93−51.27−25.57−5.071.98

We are committed to sharing findings related to COVID-19 as quickly and safely as possible. Any author submitting a COVID-19 paper should notify us at help@hindawi.com to ensure their research is fast-tracked and made available on a preprint server as soon as possible. We will be providing unlimited waivers of publication charges for accepted articles related to COVID-19. Sign up here as a reviewer to help fast-track new submissions.