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Two-story China Mock-up Test in China, 2002 PDF 
General Testing
A two story high, full scale TingWall™ mock-up was tested on October 22 and October 23 of 2002 at the Chinese government laboratory in Guangzhou in accordance with the requirements of Chinese Curtain Wall Standard GB/T 15227-94. The test results indicated that the performances are either the Top Grade or beyond the Standard requirement as itemized below in accordance with the sequence of tests.

 
Three-story mock-up test in Taiwan, 1997 PDF 
General Testing
 
Two-story mock-up test for Kossman Development Co. PDF 
General Testing

- for Omega Corporate Center, tested by Farabaugh Engineering and Testing Inc. Turtle Creek, PA, 22 Feb. 1999

 
Building sidesway due to wind and seismic forces PDF 
General Testing

Building sidesway due to wind or seismic forces has no effect on TingWall™. Individual panels are allowed to move independently from each other, and from the structural mullion support. Seismic movement is absorbed via the horizontal inter-panel movement. Sidesway/displacement is absorbed within the space of the Outer Airloop without pro ducing panel or sealant stress. TingWall™ is designed to absorb a wind or seismic induced story drift of 0.01 (L/100) times the story height without producing panel stress. This is more than adequate to satisfy the .0025 (L/400) deformation compatibility requirement specified in section 1633.2.4 of the 1997 Uniform Building Code.

 
Dead-Loaded Mullion / Floor Hanging Mullion PDF 
General Testing
 
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