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Investigation of efficiency of vector-valued intensity measures for displacement-sensitive tall buildings

机译:位移敏感高层建筑矢量值强度测度的效率研究

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The design of tall buildings is different from that of ordinary buildings and performance-based earthquake engineering (PBEE) plays an important role in the design and assessment of tall buildings. Incremental dynamic analysis (IDA) is mainly the method used to analyze tall buildings in the framework of PBEE. Owing to the enormous amount of computation in IDA, seeking an efficient intensity measure (IM) is of vital importance. When an efficient IM is used, the number of seismic records and nonlinear analyses for IDA can be significantly reduced without affecting the accuracy, which is important in IDA especially for tall buildings where elastoplastic time-history analysis requires more time. However, there have been only few studies on IMs for tall buildings. Moreover, although IMs have been extended from the scalar-valued type to the vector-valued type, there are no vector-valued IMs proposed for tall buildings. Thus, in order to provide a systematic investigation on IMs for a specific type of tall structures, this study investigated six vector-valued IMs as well as their scalar types for a displacement-sensitive tall building. The investigated IMs included five acceleration-based IMs with three considering nonlinearity development and two incorporating higher modes effect, as well as one velocity-typed IM. IDA was carried out for the structure under fifteen ground motions and the residual sum of squares (RSS) as well as R-2 values were calculated to compare the efficiency of the IMs. The results indicate that for a displacement-sensitive structure, the peak ground velocity (PGV) is the most efficient scalar-valued IM, while the < S-a(T-1), PGV > is the most efficient vector-valued IM. The vector-valued IMs are more efficient than corresponding scalar-valued IMs. The IMs considering nonlinearity are more efficient than the IMs incorporating higher modes and within a certain range the more refined the considered nonlinearity is, the more efficient the IM becomes.
机译:高层建筑的设计不同于普通建筑物,基于性能的地震工程(PBEE)在高层建筑的设计和评估中起着重要作用。增量动力分析(IDA)主要是在PBEE框架内用于分析高层建筑的方法。由于IDA中的大量计算,寻求有效的强度度量(IM)至关重要。当使用有效的IM时,可以显着减少IDA的地震记录和非线性分析次数,而不会影响准确性,这在IDA中尤为重要,特别是对于弹塑性时程分析需要更多时间的高层建筑。但是,关于高层建筑的IM的研究很少。而且,尽管IM已经从标量值类型扩展到矢量值类型,但是没有提议用于高层建筑物的矢量值IM。因此,为了对特定类型的高层建筑的IM提供系统的研究,本研究针对位移敏感的高层建筑研究了六个矢量值的IM及其标量类型。所研究的IM包括五种基于加速度的IM,其中三种考虑了非线性发展,另外两种融合了更高的模态效应,还有一类速度型IM。对结构在15次地面运动下进行了IDA,并计算了残差平方和(RSS)以及R-2值以比较IM的效率。结果表明,对于位移敏感结构,峰值地面速度(PGV)是最有效的标量值IM,而是最有效的矢量值IM。矢量值的IM比相应的标量值的IM更有效。考虑到非线性的IM比合并了更高模式的IM效率更高,并且在一定范围内,考虑的非线性越精细,则IM越高效。

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