首页> 外文会议>12th World Conference on Earthquake Engineering >COST BENEFIT ANALYSIS OF EARTHQUAKE PROTECTION PROGRAMME THROUGH RETROFITTING OF NON-ENGINEERED BUILDINGS
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COST BENEFIT ANALYSIS OF EARTHQUAKE PROTECTION PROGRAMME THROUGH RETROFITTING OF NON-ENGINEERED BUILDINGS

机译:通过对非工程建筑进行改造来进行地震保护计划的成本效益分析

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Perhaps, this is rightly said that the "earthquake don't kill people; but the buildings do". In this context, particularly, the earthquake resistant technology, which is now being adapted all over the world, is particularly more relevant to the modern age disaster management for the building constructions. It is noteworthy, that there are still a good number of the living structures, which may not resist the earthquake shocks. No wonder many researchers are working in this field of seismic strength assessment: and methodologies have been developed for different types of building constructions. Their retrofitting against the seismic forces can further strengthen these building structures. It is noted that over 60% of the people killed in the earthquake due to collapse of the masonry buildings. These buildings can be upgraded by various retrofitting techniques depending upon the materials and the characteristics of the buildings. To reduce the seismic hazard in any area under the disaster protection plans there is a need for the fund allocation for the retrofitting programmes. However, to decide the priority and the amount to be allocated for retrofitting out of the total budget allocation of disaster mitigation programmes, there is the need for the assessment of the necessity and advantages of these programs. This could be achieved through the proper Cost Benefit Analysis of the retrofitting planning. The Cost Benefit Analysis depends on the estimation of the tangible and non-tangible losses. The loss estimation, however depends on wide range of various factors and many other parameters. The objective of the paper is to present and compare the methodologies for estimating the tangible and intangible losses in context with the non engineered buildings. This is being achieved through the comparison of two similar buildings: one which is retrofitted ; and the other which is not retrofitted. The tangible and non-tangible losses for both the buildings are being estimated for the life of the building. Further, The comparison is made to project the benefit to cost involved in the retrofitted. The outcomes of the work will bring out the indicators to be considered for the loss estimation and Cost Benefit Analysis in the developing countries. The effects of these indicators on the loss estimation and Cost Benefit Analysis will be projected with the help of a model by way of the studies of the above. The benefits will accrue in terms of the loss savings. The loss estimation model will become the data source for the Cost Benefit Analysis model. The result and the conclusion of the work will be focused in the final paper with the help of facts and figures.
机译:也许这是正确的说法,“地震不会杀死人;而建筑物会杀死人”。在这种情况下,特别是在全球范围内正在应用的抗震技术,尤其与建筑结构的现代灾害管理相关。值得注意的是,仍有大量的居住结构,可能无法抵抗地震冲击。难怪许多研究人员正在地震强度评估领域工作:并且已经针对不同类型的建筑开发了方法。他们对地震力的改造可以进一步加强这些建筑结构。值得注意的是,在地震中,有超过60%的人因砖瓦房倒塌而丧生。根据建筑物的材料和特性,可以通过各种改造技术对这些建筑物进行升级。为了减少灾害保护计划下任何地区的地震危险,需要为翻新计划分配资金。但是,要从减灾方案的总预算拨款中确定用于改造的优先级和拨款额,就需要评估这些方案的必要性和优势。这可以通过对改造计划进行适当的成本效益分析来实现。成本效益分析取决于对有形和无形损失的估计。然而,损耗估计取决于各种因素和许多其他参数的范围。本文的目的是介绍和比较估算非工程建筑有形和无形损失的方法。这是通过比较两栋相似的建筑来实现的:一栋是翻新的;另一栋是翻新的。另一个不进行改装。估计两座建筑物的有形和非有形损失是在建筑物的整个生命周期内。此外,进行比较以预测改造所涉及的成本收益。工作成果将提出在发展中国家进行损失估算和成本效益分析时应考虑的指标。通过上述研究,将在模型的帮助下预测这些指标对损失估计和成本效益分析的影响。收益将在损失节省方面产生。损失估计模型将成为成本效益分析模型的数据源。工作的结果和结论将在事实和数据的帮助下集中在最后的论文中。

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