Visitors' Center in Yangxin, China

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CP 001200 | Visitors' Center in Yangxin, China

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Individual Blossom Structure During Construction (© Jing Kong & Associates Consulting Structural Engineers Inc.)
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3D Model of Single Element in RFEM (© Jing Kong & Associates Consulting Structural Engineers Inc.)
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Rendering of Visitors' Center Interior (© Jing Kong & Associates Consulting Structural Engineers Inc.)
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3D Model of Single Element in RFEM (© Jing Kong & Associates Consulting Structural Engineers Inc.)
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1st Mode Shape Calculated in RF-STABILITY (© Jing Kong & Associates Consulting Structural Engineers Inc.)
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Hand-Drawn Sketch of Y-Shaped Connection (© Jing Kong & Associates Consulting Structural Engineers Inc.)
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The new visitors' center is located in Yangxin, in the Province of Shandong, China.

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03/25/2021

001200

People's Republic of China

The new visitors' center is located in Yangxin, in the Chinese province of Shandong.

Client	Canada Wood Shanghai Headquarters www.canadawood.cn
Architect	Shanghai Lvjian Architectural Decoration Design
Structural Design	Jing Kong & Associates Consulting Structural Engineers Inc.

Model Parameters of a Single Element

Model

Model | Hybrid Structure Made of Timber and Steel

The hybrid design of the building includes a solid timber structure with tapered glulam columns and beams, as well as steel elements such as compression struts, tension members, and stiffening elements hidden in the roof of the main structure.

The entire roof structure consists of repetitive individual structures resembling pear blossoms. Together, these blossom elements form a perfectly shaped architectural unit. Each of the individual structures is supported on 5 columns with a height of 16 to 23 ft.

The bottom of each column is fixed with steel parts, and glued-in rods are employed to make the connection possible. Glued-in rods are also used for the moment connections at the Y-shaped joint of the roof frame. The RFEM structural analysis program was used to fully model the structure, confirm member sizes, and determine the forces for the connection design. In addition, the add-on module RF-STABILITY was used to calculate the global buckling analysis for the flower structure and the local buckling analysis for the compression struts.

The engineering firm JKA, located in Vancouver, Canada, provided the full mass timber consulting services, from preliminary design to the critical connection design. JKA are mass timber experts providing their clients with solutions of Integrity, Simplicity, Beauty.