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EFFECT OF INFILL WALLS ON SOFT STORY BEHAVIOR IN MID-RISE RC BUILDINGS

机译:钢筋混凝土中隔墙对软故事行为的影响

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Soft story irregularity is one of the main reasons of the building damage during past earthquakes and has been mentioned in almost all reconnaissance reports. Soft story due to increased story height is a well known subject but soft story may also arise due to abrupt changes in amount of infill walls between stories, which are usually not considered as a part of load bearing system. This study investigates soft story behavior due to increased story height, lack of infill amount at ground story and existence of both cases using nonlinear static and dynamic response history analyses for mid-rise reinforced concrete buildings. Displacement capacities at Immediate Occupancy, Life Safety and Collapse Prevention performance levels and story drift demands of the regular and soft story models are determined. Soft story behavior due to change in story height and/or infill amount is evaluated in view of these displacement capacities, drift demands and structural behavior. It is observed that, soft story due to infill walls may be as damaging as soft story due to increased story height.
机译:软故事的不规范性是过去地震中建筑物受损的主要原因之一,几乎所有侦察报告都提到了这种情况。由于故事高度增加而引起的软故事是众所周知的主题,但由于故事之间填充墙的数量突然变化,也可能产生软故事,通常不将其视为承载系统的一部分。本研究使用中高层钢筋混凝土建筑的非线性静态和动态响应历史分析,调查了由于故事高度增加,地面故事缺乏填充量以及两种情况的存在而导致的软故事行为。确定了常规和软故事模型在即时占位,生命安全和防塌性能水平下的位移能力以及故事漂移的要求。考虑到这些位移能力,漂移需求和结构行为,评估了由于层高和/或填充量变化而引起的软层行为。可以观察到,由于填充墙而引起的软故事可能与由于故事高度增加而引起的软故事一样有害。

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