Numerical Modeling and Seismic Analysis of Tall Steel Buildings with Braced Frame Systems

被引:25
作者
Mazzotta, Vittoria [1 ]
Brunesi, Emanuele [2 ]
Nascimbene, Roberto [2 ]
机构
[1] IUSS Pavia, Inst Adv Study, UME Sch, ROSE Programme, Via Ferrata 1, I-27100 Pavia, Italy
[2] EUCENTRE, European Ctr Training & Res Earthquake Engn, Via Ferrata 1, I-27100 Pavia, Italy
来源
PERIODICA POLYTECHNICA-CIVIL ENGINEERING | 2017年 / 61卷 / 02期
关键词
tall steel buildings; concentrically braced frames; response spectrum analysis; nonlinear dynamic analysis; INCREMENTAL DYNAMIC-ANALYSIS; TO-COLUMN CONNECTIONS; COMPOSITE JOINTS; SIMULATION; SPECTRA;
D O I
10.3311/PPci.9469
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The following paper presents the design and verification steps of tall steel frame structures with braced core, belt and outrigger trusses. The two case study structures refer to sky scrapers of 180m and 300m respectively, located in Istanbul, Turkey. The main objectives of this study are two: firstly designing the buildings through multilevel structural analysis, secondly to compare the results, in terms of seismic response, between response spectrum analysis (RSA) and nonlinear time history analysis (NLTHA). Such comparison has been made with the intention of investigating the relationship between the structure height and the accuracy of RSA predictions, considering that the latter approach tends to underestimate the influence of higher mode effects. In conclusion the capacity curves of the two structures, developed using incremental nonlinear dynamic analysis, are presented as an ulterior way to assess the seismic capacity of such type of high-rise structural systems.
引用
收藏
页码:196 / 208
页数:13
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