Design of Straw Bale Buildings: The State of the ArtGreen Building Press, 2006 - 260 頁 For the first time, a design manual for practicing professionals, as well as teachers, is made available, drawing on the collective experience of the most senior and respected figures in the rapidly-emerging field of straw bale construction. This is the only book that provides truly useful information to architects, engineers, building officials and builders who want to design intelligently with plastered straw bales. |
搜尋書籍內容
第 1 到 3 筆結果,共 17 筆
第 100 頁
... shows that there is shear ( bond ) stress at the straw - plas- ter interface . For a fifteen - inch - high bale ... show no evidence of this being a problem . The shear and tensile bond between straw and plaster both depend primarily on ...
... shows that there is shear ( bond ) stress at the straw - plas- ter interface . For a fifteen - inch - high bale ... show no evidence of this being a problem . The shear and tensile bond between straw and plaster both depend primarily on ...
第 124 頁
... shows the load - displacement response of this wall , which had a peak lateral strength of 18.2 kips at 1.5 % drift , and , at 2 % drift , 17.9 kips . A comparison of plots for walls E and F shows the limited benefit gained from Wall ...
... shows the load - displacement response of this wall , which had a peak lateral strength of 18.2 kips at 1.5 % drift , and , at 2 % drift , 17.9 kips . A comparison of plots for walls E and F shows the limited benefit gained from Wall ...
第 199 頁
... shows both measurements ( not A - weighted ) . The dip at around 250Hz is believed to be due to the transition ... show poor performance com- pared to the wall . The gaskets and seals in the doors should be double or even triple , but ...
... shows both measurements ( not A - weighted ) . The dip at around 250Hz is believed to be due to the transition ... show poor performance com- pared to the wall . The gaskets and seals in the doors should be double or even triple , but ...
常見字詞
allow amount applied areas assembly barrier base bearing bond bottom builders Building Code California cause cement chapter clay coat compressive concrete course cracks develop earth plaster edge effect engineer experience face failure fiber Figure finish fire forces foundation gauge heat height horizontal inch increased insulation interior layer least less lime plaster limited load materials means measured mesh method moisture content occur performance permitted plaster skins plastered straw bale plastic plate practice prevent problems protected rain reinforced relatively reported resist rice roof shear side sill stacked standard staples steel straw bale buildings straw bale construction straw bale wall strength structural surface temperature thickness typically vapor vertical weld wind window wire wood