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机译:编者注

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摘要

Papers selected for this issue of the Journal cover the following topics: seismic effects, reinforced concrete structures, and wood structures. One paper on metal structures and another on analysis and computation followed by a discussion item and corresponding closure wrap up the issue.rnAn efficient approximate method that uses multi-degrees-of-freedom (MDOF) modal equations of motion is presented by Lin et al. in "Seismic History Analysis of Asymmetric Buildings with Soil-Structure Interaction." The response of two-way asymmetric shear buildings excited by two-directional seismic ground motions is considered wherein soil-structure-interaction (SSI) forces are simulated using frequency-independent soil springs and dash-pots. The MDOF modal response histories are obtained using step-by-step integration and the seismic response of the whole SSI system are determined from the arithmetic summation of the modal response histories. The efficiency of the proposed method was validated using numerical examples of a two-way asymmetric four-story building with large and small SSI effects.rnIn "Application of Energy Balance Concept in Seismic Evaluation of Structures," Leelataviwat et al. present a seismic evaluation procedure based on a framework that utilizes energy demand and capacity diagrams. The monotonic force-displacement curve of the structure is converted into an energy capacity plot that is superimposed over the corresponding energy demand plot for the given hazard level to determine the expected peak displacement demand.
机译:本期《期刊》的选定论文涵盖以下主题:地震效应,钢筋混凝土结构和木结构。 Lin等人提出了一篇有关金属结构的论文,另一篇涉及分析和计算的论文,然后是讨论项目和相应的闭合方法。rn Lin等人提出了一种使用多自由度(MDOF)模态运动方程的有效近似方法。 。 “具有土-结构相互作用的非对称建筑物的地震历史分析”。考虑了双向地震地震动激发的双向非对称剪力建筑物的响应,其中使用与频率无关的土壤弹簧和阻尼罐模拟了土-结构-相互作用(SSI)力。使用逐步积分获得MDOF模态响应历史,并根据模态响应历史的算术总和确定整个SSI系统的地震响应。 Leelataviwat等人在“能量平衡概念在结构抗震评估中的应用”一书中,使用具有大小不等SSI效应的两向不对称四层建筑的数值示例,验证了所提出方法的效率。提出了基于利用能量需求和容量图的框架的地震评估程序。将结构的单调力-位移曲线转换为能量容量图,将其叠加到给定危险等级的相应能量需求图上,以确定预期的峰值位移需求。

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