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RAISING THE HEIGHT LIMIT OF WOOD-FRAMED APARTMENT BUILDINGS

机译:提高木结构公寓楼的高度限制

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In 1994, a seismic event in Northridge, California caused between $16 billion and $20 billion worth of damage to multi-family wood apartment buildings and brought to question construction quality, framing practices, structural design methodology, and the role of local jurisdiction in adoption, enforcement and oversight of building codes. The majority of damage to wood-framed structures occurred in apartment buildings of 3 stories or less; damaged structures showed evidence of inadequate or complete lack of structural designs and poor construction quality associated to building age and structural irregularities. Specifically, 'tuck-under parking' apartment building presented some of the most significant failures due to the weak-story condition created by the lack of rigidity in the lower level space frames as well as building code allowances for the use of prescriptive path methods without the approval of a licensed Architect or Engineer, a construction method still available in most jurisdictions, but now subject to significant limitations. The 1997 edition of the Uniform Building Code (UBC) incorporated revised seismic hazard maps and regulated prescriptive path construction methods for wood commercial buildings resulting in trends towards the use of concrete or steel for mid-rise apartment buildings. Specifically, designs which incorporated known significant structural irregularities or reached the maximum allowable height limit of the code, a minimal level of partial design by a licensed professional became mandated by the code.
机译:1994年,加利福尼亚州北岭的地震事件对多户型木制公寓楼造成了160亿至200亿美元的损失,并质疑建筑质量,框架做法,结构设计方法以及地方管辖权在采用中的作用,实施和监督建筑法规。木结构建筑物的大部分损坏发生在3层或以下的公寓楼中;损坏的结构表明存在结构设计不足或完全缺乏的迹象,以及与建筑物使用年限和结构不规则相关的不良建筑质量。具体来说,“靠下停车”式公寓楼表现出一些最严重的故障,这是由于低层空间框架缺乏刚性以及建筑规范允许使用规定性路径方法而导致的楼面薄弱导致的。在获得许可的建筑师或工程师的批准后,大多数司法管辖区仍然可以使用这种施工方法,但现在受到很大的限制。 1997年版的《统一建筑规范》(UBC)结合了经修订的地震危险性图和用于木质商业建筑的规范性规定的道路施工方法,从而导致在中层公寓建筑中使用混凝土或钢材的趋势。具体而言,规范中规定了包含已知的重大结构不规则或达到规范的最大允许高度限制的设计,即由持牌专业人员进行的最小程度的局部设计。

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    《Structures congress》|2013年|1265-1276|共12页
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    Rahim Abbasi;

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