The new provisions for the seismic design of timber buildings in Europe

被引：57

作者：

Follesa, M. ^{[1
]}

Fragiacomo, M. ^{[2
,3
]}

Casagrande, D. ^{[3
]}

Tomasi, R. ^{[4
]}

Piazza, M. ^{[5
]}

Vassallo, D. ^{[1
]}

Canetti, D. ^{[5
]}

Rossi, S. ^{[5
]}

机构：

[1] dedaLEGNO, Via Masaccio 252, I-50132 Florence, Italy

[2] Univ Aquila, Dept Civil Construct Architectural & Environm Eng, Zona Ind Pile, Via Giovanni Gronchi 18, I-67100 Laquila, Italy

[3] CNR, IVALSA, Natl Res Council Italy, Trees & Timber Inst, Via Biasi 75, I-38010 San Michele All Adige, Italy

[4] Norwegian Univ Life Sci, Dept Math Sci & Technol, Univ Stunet 3, N-1433 As, Norway

[5] Univ Trento, Dept Civil Environm & Mech Engn, Via Mesiano 20, I-38123 Trento, Italy

来源：

ENGINEERING STRUCTURES | 2018年 / 168卷

关键词：

Eurocodes; Seismic design; Capacity design; Behaviour factors; Over-strength factors; SHAKING-TABLE TESTS; FRAME WALLS; SHEARWALL;

D O I：

10.1016/j.engstruct.2018.04.090

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents the results of the ongoing work on the revision of the provisions for the seismic design of timber buildings in Europe included within Chapter 8 of Eurocode 8. The most recent research results and technical developments regarding both wood-based materials and structural systems have been implemented into the proposed new version together with the application of the capacity design to each structural system. The main objectives are to update the few and incomplete provisions included in the current version to the current state-of-the-art and to correct some misleading rules. This manuscript represents the authors' point of view on the basis of a scientific research background and the design common practice regarding different key aspects in the seismic design of timber structures.

引用

页码：736 / 747

页数：12

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