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Optimal seismic retrofit model for steel moment resisting frames with brittle connections

Earthquake Engineering and Engineering Vibration 2018年第4期17卷 835-847页

作者： Hyo Seon Park Se Woon Choi Byung Kwan Oh Department of Architectural Engineering Yonsei University Center for Structural Health Care Technology in Building Yonsei University Department of Architecture Catholic University of Daegu Department of Civil and Environmental Engineering Princeton University

Based on performance-based seismic engineering, this paper proposes an optimal seismic retrofit model for steel moment resisting frames（SMRFs） to generate a retrofit scheme at minimal cost. To satisfy the acceptance criteria for the Basic Safety Objective（BSO） specified in FEMA 356, the minimum number of upgraded connections and their locations in an SMRF with brittle connections are determined by evolutionary computation. The performance of the proposed optimal retrofitting model is evaluated on the basis of the energy dissipation capacities, peak roof drift ratios, and maximum interstory drift ratios of structures before and after retrofitting. In addition, a retrofit efficiency index, which is defined as the ratio of the increment in seismic performance to the required retrofitting cost, is proposed to examine the efficiencies of the retrofit schemes derived from the model. The optimal seismic retrofit model is applied to the SAC benchmark examples for threestory and nine-story SMRFs with brittle connections. Using the retrofit efficiency index proposed in this study, the optimal retrofit schemes obtained from the model are found to be efficient for both examples in terms of energy dissipation capacity, roof drift ratio, and maximum inter-story drift ratio.

关键词： steel moment resisting frame performance-based seismic engineering optimal seismic retrofit evolutionarycomputation

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Structural failure analysis with CMS-based ground motion selection using innovative cost function and weight factors

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Earthquake Engineering and Engineering Vibration 2024年第4期23卷 899-918页

作者： Samadian, Delbaz Muhit, Imrose B. Dawood, Nashwan School of Computing Engineering and Digital Technologies Teesside University Middlesbrough UK

The selection and scaling of ground motion records is considered a primary and essential task in performing structural analysis and design. Conventional methods involve using ground motion models and a conditional spectrum to select ground motion records based on the target spectrum. This research demonstrates the influence of adopting different weighted factors for various period ranges during matching selected ground motions with the target hazard spectrum. The event data from the Next Generation Attenuation West 2 (NGA-West 2) database is used as the basis for ground motion selection, and hazard de-aggregation is conducted to estimate the event parameters of interest, which are then used to construct the target intensity measure (IM). The target IMs are then used to select ground motion records with different weighted vector-valued objective functions. The weights are altered to account for the relative importance of IM in accordance with the structural analysis application of steel moment resisting frame (SMRF) buildings. Instead of an ordinary objective function for the matching spectrum, a novel model is introduced and compared with the conventional cost function. The results indicate that when applying the new cost function for ground motion selection, it places higher demands on structures compared to the conventional cost function. Moreover, submitting more weights to the first-mode period of structures increases engineering demand parameters. Findings demonstrate that weight factors allocated to different period ranges can successfully account for period elongation and higher mode effects.

关键词： weighted objective function ground motion selection steel moment resisting frame hazard analysis

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