An adaptive pushover procedure based on effective modal mass combination rule

• Published in: Engineering structures 2013-07, Vol.52, p.654-666
• Main Authors: Abbasnia, Reza, Davoudi, Alireza Tajik, Maddah, Mohammad M.
• Format: Article
• Language: English
• Subjects: Adaptive pushover; Applied sciences; Building failures (cracks, physical changes, etc.); Buildings. Public works; Computation methods. Tables. Charts; Durability. Pathology. Repairing. Maintenance; Exact sciences and technology; Higher modes; Modal mass combination rule; Sign reversal; Stresses. Safety; Structural analysis. Stresses
• ISSN: 0141-0296; 1873-7323
• DOI: 10.1016/j.engstruct.2013.03.029

•We develop an adaptive pushover procedure based on modal mass combination rule.•The procedure includes the sign reversals of modal load vector in the higher modes.•The target displacement is determined using energy formulation during the analysis.•The method can capture the results of IDA analysis with a reasonable accuracy. In order to overcome the major drawbacks of conventional pushover methods, researchers have recently been motivated to develop adaptive pushover procedures by which effect of higher modes as well as progressive damage accumulation are taken into account. In spite of their vigorous theory, these novel methods suffer from the quadratic modal combination rules, in which the sign reversals of load vectors in higher modes are neglected and consequently lead to a positive load pattern. In this paper, a displacement-based adaptive modal pushover method, called APAM, based on effective modal mass combination rule is developed in order to include the sign reversals in the load vectors. In this combination rule a modification factor associated to each mode of interest is determined and applied to the corresponding load vector. The modified modal load vectors are algebraically added and subtracted and result in a range of load pattern and thus, multiple pushover analysis is required. These load patterns are independently applied to the structure within an adaptive framework and the envelope of demand values is considered. These modification factors are updated proportional to the instantaneous dynamic characteristic of structure in each step. Another novel aspect of the proposed method is that the target displacement is estimated during the analysis by implementing the concept of capacity spectrum method recommended by ATC 40. In order to assess the accuracy of this method in predicting the seismic responses, the proposed methodology is applied to three different moment-frame buildings. The obtained results demonstrate that APAM procedure provides well estimation of important seismic demand parameters.