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NEES Project Warehouse

Seismic Performance of Innovative Straw Bale Wall Systems
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Wall 1 Specimen: 4' Long Straw Bale Wall with Light Detailing Subjected to In-plane Cyclic Loading
Dates: June 12, 2008 - June 12, 2008
Description: Performed tests of a lightly detailed 4' long straw bale wall assembly with no fishing net reinforcement. Wall was tested on a shake table which was slowly displaced in-plane for 12 load steps according to a cyclic test protocol. The top of wall was...
Facility: University of Nevada-Reno, NV, United States
Wall 1 load step 10

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  Experiment-2: Wall 2 Specimen: 4' Long Straw Bale Wall with Medium Detailing Subjected to In-plane Cyclic Loading
Dates: June 16, 2008 - June 17, 2008
Description: Performed tests of a medium detailed 4' long straw bale wall assembly with #9 fishing net reinforcement. Wall was tested on a shake table which was slowly displaced in-plane for 16 load steps according to a cyclic test protocol. The top of wall was...
Facility: University of Nevada-Reno, NV, United States
Wall 2 max drift

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  Experiment-3: Wall 3 Specimen: 4' Long Straw Bale Wall with Heavy Detailing Subjected to In-plane Cyclic Loading
Dates: June 19, 2008 - June 19, 2008
Description: Performed tests of a heavily detailed 4' long straw bale wall assembly with #12 fishing net reinforcement. Wall was tested on a shake table which was slowly displaced in-plane for 16 load steps according to a cyclic test protocol. The top of wall was...
Facility: University of Nevada-Reno, NV, United States
Wall 3 load step 16

 Launch

1 Interactive Files
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  Experiment-4: Wall 4 Specimen: 8' Long Straw Bale Wall with Heavy Detailing Subjected to In-plane Cyclic Loading
Dates: June 23, 2008 - June 23, 2008
Description: Performed tests of a heavily detailed 8' long straw bale wall assembly with #12 fishing net reinforcement. Wall was tested on a shake table which was slowly displaced in-plane for 16 load steps according to a cyclic test protocol. The top of wall was...
Facility: University of Nevada-Reno, NV, United States
Wall 4 load step 16

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1 Interactive Files
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  Experiment-5: House Specimen: 14' x 14' x 11' Tall Straw Bale House with Heavy Detailing Subjected to Bi-axial Shake Table Tests
Dates: March 25, 2009 - March 27, 2009
Description: Conducted bi-axial shake table tests of a 14' x 14' x 11' tall full-scale straw bale house with heavily detailed walls. The input motion was the Canoga Park Topanga Canyon record of the 1994 Northridge, California earthquake. The house was subjected...
Facility: University of Nevada-Reno, NV, United States
House specimen after final trial - 2.00x Canoga Park

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