| | Category | EN | P18 | Which Structural Design Best Resists Earthquakes? |
| | Abstract | This project was designed to test the ability of different structural |
| | designs to resist lateral loads. The application ofthis is to earthquake |
| | engineering, dueto the fact that earthquakes apply lateral loads to |
| | structures. The exeperimentation was done by constructing model |
| | buildings out of popsicle sticks. Two types of building designs were used |
| | in the experiment an, x-braced structure and a cube structure as a control. |
| | Each building was tested five times ona homemade shake table that was |
| | designed to simulate earthquake forces. |
| | To determine which structure best resisted lateral loads, each was |
| | shaken at the same level of inetensity ountil failure of the structure. Failure |
| | was constituted primarily by the detachment of any of the four walls from |
| | the rest of the building. This was not always a clear cut definition, but |
| | there was little ambiguity on whether a structure had failed or not. |
| | After the failure of a structure, the building wouldbe reassembled and |
| | put back onto the shake table. This was repeated five times for each |
| | structural design, giving a total of ten trials. |
| | When experimentation was completed it was very clear that the x- |
| | braced structures had best resisted lateral loads due to the fack that each |
| | trial of the x-braced structures exceeded those of the cube design. Not |
| | only did the times for the x-braced structure exceed those of the cubed |
| | structures everytime, but also exceeded by a large increment. |
| | Approximately one minute longer for each trial. |
| | Bibliography | Works Cited |
| | "Engineering Frequently Asked Questions." Northern Steel Buildings. |
| | Northern Steel Buildings. Dec. 2008. |
| | Reckerimger, Doug. Telephone interview. 2 Feb. 2009. |
| | Tayser, Dave. Telephone interview. 9 Jan. 2009. |
| | "Tips to Design Earthquake Resistant Structures." Tips to Design |
| | Earthquake Resistant Structures. 4 Jan. 2009. |