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New speedup algorithms for nonlinear dynamic time history analysis of supertall building structures under strong earthquakes

机译:强震下超高层建筑结构非线性动态时程分析的新加速算法

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Some speedup algorithms oriented to improving computational efficiency of nonlinear dynamic time history analysis of supertall buildings structures excited by strong earthquakes are proposed. In order to minimize Jacobian factorizations, the inexact Newton algorithm combined with the sparse Cholesky matrix factorization (INC) is suggested with an unbalance-independent relation for the determination of a forcing term in the INC. Further, some shared memory parallel computing techniques are incorporated into the state transformation procedures developed previously (parallel state transformation procedure) and the matrix factorization (parallelized factorization) for full utilization of the resources of an ordinary personal computer. All the algorithms are integrated in a finite element program specialized in time history analysis of aseismic supertall building structures, with some features from OpenSees. Computational efficiency, as well as accuracy, of the proposed speedup algorithms is demonstrated on one 12-story reinforced concrete frame (K1) and 4 frame-core-tube supertall buildings (S1-S4). The results from the demonstration indicate that, as the number of degrees of freedom increases, the proportion of time consumed in Jacobian factorization becomes relatively more dominant. The combination of the INC and the parallelized factorization can achieve better acceleration performance in this case. Factors associated with the forcing term of the INC have much influence on computational efficiency and should be selected based on building scale. Combination of all the algorithms in the biggest model (S4) yields an average of 28.72 of acceleration ratio even with peak ground acceleration equal to 3.2 g. In all cases considered, a desirable agreement in structural response is always reached between conventional time history analysis method and the method using the proposed speedup algorithms.
机译:提出了一些旨在提高地震作用下超高层建筑非线性动态时程分析的计算效率的加速算法。为了最小化雅可比因式分解,建议将不精确的牛顿算法与稀疏的Cholesky矩阵因式分解(INC)结合使用,具有不平衡无关的关系来确定INC中的强迫项。此外,还引入了一些共享内存并行计算技术进入先前开发的状态转换程序(并行状态转换程序)和矩阵分解(并行化分解),以充分利用普通个人计算机的资源。所有算法都集成在有限元程序中,该程序专门用于抗震超高层建筑结构的时程分析,并具有OpenSees的某些功能。在一栋12层的钢筋混凝土框架(K1)和4根框架芯管的超高层建筑(S1-S4)上证明了所提出的加速算法的计算效率和准确性。演示的结果表明,随着自由度数量的增加,雅可比因式分解中消耗的时间比例变得相对占优势。在这种情况下,INC和并行化因子分解的组合可以实现更好的加速性能。与INC的强制期限相关的因素对计算效率有很大影响,因此应根据建筑规模进行选择。即使最大地面加速度等于3.2 g,最大模型(S4)中所有算法的组合也会产生平均28.72的加速比。在所有考虑的情况下,在常规时程分析方法和使用建议的提速算法的方法之间始终会在结构响应上达成理想的一致性。

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