Hierarchical Structures for a Robustness-Oriented Capacity Design

Author:

Masoero E.1,Wittel F. K.2,Herrmann H. J.3,Chiaia B. M.4

Affiliation:

1. Postdoctoral Associate, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave., Cambridge, MA 02139 (corresponding author). E-mail address:

2. Senior Research Assistant, Eidgenössische Technische Hochschule Zürich, Institute for Building Materials, Schafmattstrasse 6, 8093 Zurich, Switzerland. E-mail address:

3. Professor, Eidgenössische Technische Hochschule Zürich, Institute for Building Materials, Schafmattstrasse 6, 8093 Zurich, Switzerland. E-mail address:

4. Professor, Politecnico di Torino, Dept. of Structural and Geotechnical Engineering, Corso Duca degli Abruzzi 24, 10129 Torino, Italy. E-mail address:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference23 articles.

1. New approach to disproportionate collapse;Alexander S.;Struct. Eng.,2004

2. Why Did the World Trade Center Collapse?—Simple Analysis

3. Eurocode 8: Design of structures for earthquake resistance;British Standards Institute (BSI);BS EN 1998,2005

4. Eurocode 1: Actions on structures. Part 1–7: General actions—Accidental actions;British Standards Institute (BSI);BS EN 1991-1-7:2006,2006

5. Design of steel framed buildings at risk from terrorist attack;Byfield M.;Struct. Eng.,2004

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