Seismic performance and cost-effectiveness of high-rise buildings with increasing concrete strength

被引:12
作者
Mwafy, Aman [1 ]
Hussain, Nadeem [1 ]
El-Sawy, Khaled [1 ]
机构
[1] United Arab Emirates Univ, Al Ain, U Arab Emirates
关键词
high-strength concrete; high-rise buildings; cost effectiveness; seismic performance; incremental dynamic analysis; RC BUILDINGS; HAZARD ANALYSIS; EARTHQUAKES; COLUMNS; DISTANT; DUBAI;
D O I
10.1002/tal.1165
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The relationship between the seismic performance and economics of high-rise buildings when designed to different material strengths is investigated in this paper. To represent the modern high-rise construction, five 60-story reinforced concrete buildings with varying concrete strengths, ranging from 45MPa to 110MPa, are designed and detailed to fine accuracy keeping almost equal periods of vibration. Detailed fiber-based simulation models are developed to assess the relative seismic performance of the reference structures using incremental dynamic analyses and fragility functions. It is concluded that a considerable saving in construction cost and gain in useable area are attained with increasing concrete strength. The safety margins of high-strength concrete in tall structures may exceed those of normal-strength concrete buildings, particularly at high ground motion intensity levels. The recommendations of this systematic study may help designers to arrive at cost-effective designs for high-rise buildings in earthquake-prone regions without jeopardizing safety at different performance levels. Copyright (c) 2014 John Wiley & Sons, Ltd.
引用
收藏
页码:257 / 279
页数:23
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