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Our Testing Stories

Building sidesway due to wind and seismic forces

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.






 


 
 
 
 
Other Stories
Two-story China Mock-up Test in China, 2002
Three-story mock-up test in Taiwan, 1997
Two-story mock-up test for Kossman Development Co. -for Omega Corporate Center
Fastener load due to negative wind pressure
Dead-Loaded Mullion / Floor Hanging Mullion
Two-story mock-up test at Architectural Testing Inc., 1994
Small-scale water test in Taiwan, 1995
 
 
 
  Some of products shown may be protected by one or more of the following U.S. Patents 5,452,552; 5,596,851; 5,598,671; 5,687,524, and foreign patents based on these U.S. patents. In addition, other related patents are pending. Rights to these patents are owned by Advanced Building Systems, Inc., Wilmington, DE, a wholly-owned subsidiary of TingWall Inc.