Overstrength factors for SDOF and MDOF systems with soil structure interaction

被引：10

作者：

Aydemir, Muberra Eser ^{[1
]}

Aydemir, Cem ^{[1
]}

机构：

[1] Istanbul Aydin Univ, Dept Civil Engn, Istanbul, Turkey

来源：

EARTHQUAKES AND STRUCTURES | 2016年 / 10卷 / 06期

关键词：

seismic design; overstrength; soil structure interaction; SDOF systems; multi-storey structures; FOUNDATION FLEXIBILITY; REDUCTION FACTORS; SEISMIC RESPONSE; STEEL FRAMES; DUCTILITY; CONCRETE; BUILDINGS; DESIGN;

D O I：

10.12989/eas.2016.10.6.1273

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper addresses the concept of lateral overstrength; the ratio of actual lateral strength to design base shear force, for both SDOF and MDOF systems considering soil structure interaction. Overstrength factors are obtained with inelastic time history analysis for SDOF systems for period range of 0.1-3.0 s, five different aspect ratios (h/r=1, 2, 3, 4, 5) and five levels of ductility (mu=2, 3, 4, 5, 6) considering soil structure interaction. Structural overstrength for MDOF systems are obtained with inelastic time history collapse analysis for sample 1, 3, 6, 9, 12 and 15 storey RC frame systems. In analyses, 64 ground motions recorded on different site conditions such as rock, stiff soil, soft soil and very soft soil are used. Also lateral overstrength ratios considering soil structure interaction are compared with those calculated for fixed-base cases.

引用

页码：1273 / 1289

页数：17

共 49 条

[21] Strength reduction factor for MDOF soil-structure systems [J].