Modeling and Seismic Response Analysis of Italian Code-Conforming Single-Storey Steel Buildings

被引：16

作者：

Scozzese, Fabrizio ^{[1
]}

Terracciano, Giusy ^{[2
]}

Zona, Alessandro ^{[1
]}

Della Corte, Gaetano ^{[2
]}

Dall'Asta, Andrea ^{[1
]}

Landolfo, Raffaele ^{[2
]}

机构：

[1] Univ Camerino, Sch Architecture & Design, Ascoli Piceno, Italy

[2] Univ Napoli Federico II, Dept Struct Engn & Architecture, Naples, Italy

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2018年 / 22卷

关键词：

Steel structures; seismic design; nonlinear analysis; global collapse; usability-preventing damage; HYSTERETIC MODELS; PERFORMANCE; FRAME; UNCERTAINTIES; VARIABILITY; RELIABILITY; COLUMN; STRENGTH; BEHAVIOR; ELEMENT;

D O I：

10.1080/13632469.2018.1528913

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This article describes the structural design, nonlinear modeling, and seismic analysis of prototype single-storey non-residential steel buildings made of moment-resisting portal frames in the transverse direction and concentric braces in the longitudinal direction. Various design parameters (building geometry, seismic hazard, foundation soil category) and different modeling assumptions (bare frame model, model including cladding elements, ground motions including vertical accelerations, and modeling uncertainties) were considered to investigate their effects on the simulated seismic performance.

引用

页码：2104 / 2133

页数：30