Pre-fabricated multi-storey steel structure exposure to engineering seismicity

Atul B. Pujari, Armash Momin
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Abstract

Increasingly Embraced for Diverse Architectural Applications, pre-fabricated steel building systems offer a multitude of advantages over conventional construction methods, despite their relatively recent introduction. While their construction methodology is well-grasped concerning gravitational forces (dead and live loads), their behavior under dynamic loads, such as seismic and wind forces, remains less explored. Unique structural configurations within these edifices can yield notably distinct structural responses and failure modes compared to their conventional counterparts. Existing research has demonstrated that modular structures, when subjected to lateral forces, often experience failure in critical components, specifically the columns. The compromise of these pivotal elements can lead to partial or complete structural collapses. In the Indian context, pre-fabricated structures have found extensive employment in development projects. Yet, their performance under seismic conditions has been compromised due to inherent design shortcomings. Particularly in regions prone to high seismic activity, earthquakes have the potential to inflict substantial damage upon these structures if not meticulously planned for. Recent devastating seismic events have underscored the inadequacies of conventional construction standards, where systems designed to withstand seismic forces are anticipated to absorb and dissipate energy during intense tremors. Consequently, traditional seismic systems can exhibit substantial residual deformations and widespread structural deterioration post major earthquakes. Failures frequently manifest at the junctures where structural members are interconnected in such scenarios. To confront these challenges head-on, this paper recommends the substitution of steel structures for reinforced concrete (RC) structures within various high seismic zones across India. The envisaged design and analysis will leverage a range of software tools including AutoCAD and Staad.PRO. The primary objective is to bolster the seismic resilience of buildings and curtail the vulnerability of structural failure amid seismic events.

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预制多层钢结构在工程地震中的暴露情况
与传统建筑方法相比,预制钢结构建筑系统具有诸多优势,尽管其引入时间相对较短,但已越来越多地应用于各种建筑领域。预制钢结构建筑系统在重力(自重和活重)方面的施工方法已经非常成熟,但在地震和风力等动态荷载作用下的行为却还没有得到充分的研究。与传统建筑相比,这些建筑中独特的结构配置会产生明显不同的结构响应和失效模式。现有研究表明,模块化结构在受到侧向力作用时,其关键部件,特别是柱子,往往会出现故障。这些关键部件的损坏会导致部分或全部结构坍塌。在印度,预制结构已广泛应用于开发项目中。然而,由于固有的设计缺陷,它们在地震条件下的性能受到了影响。特别是在地震活动频繁的地区,如果不进行周密的规划,地震有可能对这些结构造成巨大的破坏。最近发生的破坏性地震事件凸显了传统建筑标准的不足,即设计用于抵御地震力的系统预计在强烈震颤时会吸收和消散能量。因此,传统的抗震系统在大地震后会出现巨大的残余变形和普遍的结构退化。在这种情况下,故障往往发生在结构构件相互连接的交界处。为了直面这些挑战,本文建议在印度各地震高发区用钢结构替代钢筋混凝土结构。设想的设计和分析将利用一系列软件工具,包括 AutoCAD 和 Staad.PRO。主要目标是提高建筑物的抗震能力,减少地震事件中结构破坏的可能性。
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来源期刊
Asian Journal of Civil Engineering
Asian Journal of Civil Engineering Engineering-Civil and Structural Engineering
CiteScore
2.70
自引率
0.00%
发文量
121
期刊介绍: The Asian Journal of Civil Engineering (Building and Housing) welcomes articles and research contributions on topics such as:- Structural analysis and design - Earthquake and structural engineering - New building materials and concrete technology - Sustainable building and energy conservation - Housing and planning - Construction management - Optimal design of structuresPlease note that the journal will not accept papers in the area of hydraulic or geotechnical engineering, traffic/transportation or road making engineering, and on materials relevant to non-structural buildings, e.g. materials for road making and asphalt.  Although the journal will publish authoritative papers on theoretical and experimental research works and advanced applications, it may also feature, when appropriate:  a) tutorial survey type papers reviewing some fields of civil engineering; b) short communications and research notes; c) book reviews and conference announcements.
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