Silk Road International Exhibition Center, Xi'an, China
Customer Project
The Silk Road Exhibition Center is located northeast of the city of Xi'an, the starting point of the ancient Silk Road. Together with the International Conference Center, it forms the exhibition center complex.
| Investor | Xi'an Silk Road International Convention and Exhibition Center Co., Ltd., Xi'an Chanba Ecological Zone Management Committee |
| Architect | gmp architects |
| Structural analysis | Tongji Architectural Design (Group) Co., Ltd. (TJAD) |
| Structural consultant | schlaich bergermann partner |
| Facade consultant |
Huana Engineering Consulting (Beijing) Co., Ltd. (SuP Ingenieure GmbH) www.sup-net.de |
Model data of RSTAB facade model
Model
This is a large-scale convention and exhibition center that integrates cultural, commercial, and technological functions. It is a place for organizing summits, exhibitions, and transactions.
Structure
The architectural design of the Silk Road International Exhibition Center interprets and responds to the ancient city wall and urban texture of Xi'an with modern architectural vocabulary. The walls of the exhibition hall are made of natural stone, and the stone wall with its inclination adopts the formal language of the ancient city wall of Xi'an. Corresponding to the sturdy plinth is the light and streamlined roof design, with undulating and cascading curved roofs, evoking distant memories of the flowing sand dunes on the Silk Road.
The building of the hall stands out from the building of the exhibition hall. The extremely high gate reproduces the cultural symbol of the city gate. The facade allows visitors to locate the entrance from a distance. The staggered roof gradually overhangs, extending from indoor to outdoor, supported by huge cross columns. These columns are tapered towards the top.
Dlubal customer Huana Engineering Consulting (Beijing) Co., Ltd. was responsible for the facade structure design of this project. The civil engineers used RSTAB from Dlubal Software to develop, model, calculate, and design the facade.
Project Location
Xi’anKeywords
Write Comment...
Write Comment...
Contact Us
Do you have further questions or need advice? Contact us via phone, email, chat, or forum, or find suggested solutions and useful tips on our FAQ page, available 24/7.
New
Evaluating and Documenting Steel Joints Analysis Results in RFEM 6
With the RFEM 6 add-on Steel Joints, you can analyze steel connections by using an FE model. This article demonstrates how to evaluate and document the steel joints analysis results.
New
- The design of the connection components is performed according to Eurocode EN 1993-1-8
- After activating the Add-on, the design situations for Steel Connections must be activated in the "Load cases and Combinations" dialog box
- For the design of the connection stability (Buckling), it is necessary to have the Add-on Structure Stability activated
- The calculation can be started via the table or via the icon in the top bar
-
How do I set a release for warping?
- How can I define a warping spring or a warping restraint?
- At which point on a cross-section are the supports and loads assumed for the calculation with warping torsion?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- How can I deactivate the 7th degree of freedom for certain members or cross-sections only?
Social Networks
Frequently Visited Pages
- How can I define a warping spring or a warping restraint?
