首页> 外文会议>International Conference on Structural Dynamics >ENVIRONMENTAL IMPACT OF STRUCTURAL MODIFICATIONS IN OFFICE FLOORS TO SATISFY VIBRATION SERVICE ABILITY
【24h】

ENVIRONMENTAL IMPACT OF STRUCTURAL MODIFICATIONS IN OFFICE FLOORS TO SATISFY VIBRATION SERVICE ABILITY

机译:结构修改在办公地板中的环境影响,满足振动服务能力

获取原文

摘要

Modern office floors (featuring slender slabs, longer spans, open-plan spaces, less furniture) are increasingly susceptible to walking-induced excessive vertical vibrations. Therefore, vibration serviceability has become the governing design criterion for office floor structures. Structural modifications are normally performed to tackle this problem, but they considerably increase the amount of construction materials needed, which is directly linked to the embodied energy (EE) and embodied carbon (EC) in floor design. In fact, reduction of EE and EC is becoming a necessary feature in building construction due to urgent global sustainability issues. However, structural modifications are frequently carried out with no optimisation analysis, resulting in reduced sustainability of office floor design. This paper investigates the environmental impact of structural modifications to satisfy vibration serviceability, in terms of embodied energy and carbon, for a finite element model of a steel-concrete composite office floor, featuring a trapezoidal steel deck supported by downstanding steel beams. The original floor design has minimal structural dimensions to comply with all design criteria (i.e. strength, thermal comfort, acoustic insulation, fire protection, maximum deflection), except for vibration serviceability under walking-induced loads. The desktop study was performed by employing structural modifications in the slab depth and beam profiles until the response factor of 4 was achieved over the whole floor area, for pacing frequencies from 1.4 Hz to 2 Hz. Results showed that the compliant floor design nearly features 14 %, 27 % and 37 % extra EE, EC and structural weight (SW), respectively, compared with their counterparts in the original design. This is one of very few studies in the public domain demonstrating the huge financial and environmental costs of meeting current vibration serviceability criteria for office floors.
机译:现代办公地板(具有纤细的板坯,较长的跨度,开放式空间,较少的家具)越来越容易受到行走引起的过度垂直振动的影响。因此,振动可用性已成为办公场所结构的管理设计标准。通常进行结构修改以解决这个问题,但它们大大增加了所需的建筑材料量,其直接与所体现的能量(EE)和实施的碳(EC)连接到地板设计中。事实上,由于紧急的全球可持续性问题,EE和EC的减少成为建筑施工的必要特征。然而,经常进行结构修改,没有优化分析,导致办公地板设计的可持续性降低。本文研究了结构修改的环境影响,以满足钢混凝土复合办公室地板的有限元模型,以体现的能量和碳满足振动可用性,其特征在于,钢混凝土复合办公室地板的有限元模型,采用钢梁支撑的梯形钢板。原始地板设计具有最小的结构尺寸,以符合所有设计标准(即强度,热舒适性,声学绝缘,防火,最大偏转,除了步行诱导负载下的振动可用性。通过在平板深度和光束轮廓中采用结构修改,直到整个楼层区域实现的响应因子,为从1.4Hz到2 Hz的起搏频率进行响应因子来执行桌面研究。结果表明,与原始设计中的对应物相比,柔顺地板设计分别具有额外的14%,27%和37%额外的EE,EC和结构重量(SW)。这是公共领域的少数研究中的少数研究,展示了办公地板的当前振动可维护性标准的巨大财务和环境成本。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号