西姆拉丘陵地区钢筋混凝土施工的不规范及不同的改造方案

S. Verma, Bibhas Paul
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引用次数: 0

摘要

由于西姆拉地区缺乏平原地形,因此为建筑工地提供了泥泞的地形。松软地形上建筑物的行为与平坦地形上建筑物的行为不同。西姆拉过去的施工实践包括常见的不规则,如软层、质量不规则、扭转不规则、平面布局不对称、垂直不规则和冲击。在过去的地震和研究论文表明,钢筋混凝土建筑在泥泞的地形影响更大。本研究调查了丘陵地区(西姆拉)钢筋混凝土建筑实践中的不规则性(表4和表5 IS 1893 (Part-1): 2002)。在已有研究的基础上,对规则和不规则配置的(G+3)层建筑的行为进行了线性和非线性分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Irregularity in the RC construction practices in hilly region Shimla & different Retrofitting Schemes
Due to lack of plain terrain in Shimla, it offers sloppy terrain for construction site. Behaviour of buildings on sloppy terrain behaves different than the building on the plain terrain. Past construction practices in Shimla includes common irregularity such as soft storey, mass irregularity, torsional irregularity, unsymmetrical layout of plan, vertical irregularity and pounding. Over the past earthquakes and research papers have shown that RC buildings in sloppy terrain affects more. The present study investigates the irregularities (Table 4&5 of IS 1893 (Part-1): 2002) in the RC construction practices in hilly region (Shimla). The behaviour of (G+3) storey building with regular and irregular configurations is checked for the linear and non linear analysis based on studies that had done.
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