Response modification factors for seismic design of steel Fiber Reinforced Concrete segmental tunnels

被引：19

作者：

Avanaki, Mohammad Jamshidi ^{[1
]}

机构：

[1] Univ Tehran, Coll Engn, Sch Civil Engn, Tehran 141556457, Iran

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2019年 / 211卷 / 1042-1049期

关键词：

Fiber Reinforced Concrete; Steel fibers; Response modification factor; Segmental tunnel; Seismic design; R-factor;

D O I：

10.1016/j.conbuildmat.2019.03.275

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Application of Fiber Reinforced Concrete (FRC) as the primary constitutive material of segmental tunnels is considered a feasible option in modern tunneling projects. The design of underground tunnels in active seismic zones is performed with specific seismic considerations to ensure a safe and viable design. The response modification factor (R-factor) is a key parameter in the seismic design of structures. Currently no documented values are proposed for the R-factor of FRC underground tunnels. Aiming to take a step forward in this regard, an experimental and numerical study is conducted to evaluate the seismic ductility capacity of Steel FRC segmental tunnels and derive R-factor values to facilitate its seismic design. (C) 2019 Elsevier Ltd. All rights reserved.

引用

页码：1042 / 1049

页数：8