Modeling and Seismic Response Analysis of Italian Code-Conforming Reinforced Concrete Buildings

被引：55

作者：

Ricci, Paolo ^{[1
]}

Manfredi, Vincenzo ^{[2
]}

Noto, Fabrizio ^{[3
]}

Terrenzi, Marco ^{[4
]}

Petrone, Crescenzo ^{[5
]}

Celano, Francesca ^{[6
]}

De Risi, Maria Teresa ^{[1
]}

Camata, Guido ^{[4
]}

Franchin, Paolo ^{[3
]}

Magliulo, Gennaro ^{[1
]}

Masi, Angelo ^{[2
]}

Mollaioli, Fabrizio ^{[3
]}

Spacone, Enrico ^{[4
]}

Verderame, Gerardo M. ^{[1
]}

机构：

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

[2] Univ Basilicata, Sch Engn, Potenza, Italy

[3] Sapienza Univ Rome, Dept Struct & Geotech Engn, Rome, Italy

[4] Univ G dAnnunzio, Dept Engn & Geol, Viale Pindaro 42, I-65127 Pescara, Italy

[5] Willis Grp Ltd, Willis Re, London, England

[6] Univ Ljubljana, Fac Civil & Geodet Engn, Ljubljana, Slovenia

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2018年 / 22卷

关键词：

Reinforced Concrete; Italian Code; Masonry Infill Panels; Code-Conforming Design; Nonlinear Static Analysis; Multiple Stripe Analysis; Global Collapse; Usability-Preventing Damage; FRAGILITY CURVES; FRAMES; DESIGN; PERFORMANCE; DEFORMATIONS; STRENGTH; INFILLS; MEMBERS; DAMAGE; BARE;

D O I：

10.1080/13632469.2018.1527733

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This study investigates the seismic response of reinforced concrete buildings designed according to the current Italian building code. Number of stories, site hazard, presence and distribution of masonry infill panels, and type of lateral resisting system are the key investigated parameters. The main issues related to design and modeling are discussed. Two Limit States are considered, namely Global Collapse and Usability-Preventing Damage. The main aim of the study is a comparison between the seismic response of the buildings, investigated through nonlinear static and dynamic analyses. Irregularity in the distribution of infill panels and site hazard emerge as the most influential parameters.

引用

页码：105 / 139

页数：35

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