High Performance Stucco to Optimize Moisture Management in Wood-Frame Stucco Walls
نویسندگان
چکیده
منابع مشابه
Effects of Dead Load and Multiple Earthquake Loadings on Seismic Performance of Wood-Frame Shear Walls
Goals of this preliminary study are to better understand (1) earthquake performance of wood-frame shear walls carrying gravity loads, compared with walls without gravity load, and (2) performance of walls subjected to a sequence of earthquake motions, compared with walls subjected to a single earthquake. Tests with simulated earthquake ground motions were conducted on 2,440 by 2,440-mm (8 by 8-...
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Earthquake performance of wood-frame shear walls was evaluated by comparing fully and partially anchored walls under monotonic, cyclic, and earthquake loads and comparing with code measures. Suitability of monotonic and cyclic testing to predict seismic performance was examined. Earthquake tests were conducted on 2440-mm-square walls with Douglas-fir studs. Two oriented strandboard panels were ...
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School physical education plays an important role in public health. Nonetheless, there are few evidence-based, health-related, physical education programs and very little is known about how to disseminate them for widespread use. This article (a) presents background information and a review of the completed research on the SPARK (Sports, Play, and Active Recreation for Kids) programs for elemen...
متن کاملAnalyzing the hidden geometric patterns in the stucco decorations of Ali Qapu Palace in Isfahan
Aali Qapu Palace, one of the prominent buildings of the Safavid era in Isfahan, is significant in terms of architecture and decorations. Despite the conducted studies on this building, it still has outstanding capabilities, especially in examining the types of decorations and architectural ornaments. By taking a closer look at the motifs in the plaster decorations of this palace (killed paste),...
متن کاملStrain Distribution in OSB and GWB in Wood-Frame Shear Walls
The overall goal of this study is to gain an insight into the load sharing aspect between oriented strand board OSB and gypsum wall board GWB in shear wall assembly during racking load. Sixteen standard 2,440 2,440 mm walls were tested monotonically, in total, out of which 11 Type A were sheathed on both sides OSB on one side and GWB on the other , while five walls were tested without GWB Type ...
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ژورنال
عنوان ژورنال: Journal of Testing and Evaluation
سال: 2008
ISSN: 0090-3973
DOI: 10.1520/jte101447