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The Shennong Lake Bridge stands as a prominent landmark in Changzhi City, located in Shanxi Province. Constituting the primary span is a "herringbone" configuration, employing a single tower double cable plane cable-stayed design with spans of 2 × 130 m and a deck width of 47 m. The complex bridge tower structure poses a challenge to the design of the bridge. This study elucidates the procedural intricacies of employing a three-dimensional parametric approach in shaping the cable tower. By leveraging the merits of history-based parametric modeling and skeleton-template design, a comprehensive landscape blueprint has been developed, with a primary focus on the architectural layout of the cable tower. The collision rectification issue between the bridge tower and the cable has been resolved using a 3D parametric model. Following the culmination of construction efforts, the final structure harmoniously aligns with the initially envisioned landscape depictions. Through meticulous optimization of design protocols for intricate landscape-integrated bridges, this endeavor extends its potential utility as a salient reference for akin undertakings.
Li et al. (Wed,) studied this question.
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