Pseudodynamic tests on a full-scale 3-storey precast concrete building: Behavior of the mechanical connections and floor diaphragms-Reference-Cited by-同舟云学术

Pseudodynamic tests on a full-scale 3-storey precast concrete building: Behavior of the mechanical connections and floor diaphragms

Published:2013-12 Issue: Volume:57 Page:609-627
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Bournas Dionysios A.,Negro Paolo,Molina Francisco J.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference17 articles.

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2. Simeonov S, Park R. Building construction under seismic conditions in the balkan region: design and construction of prefabricated reinforced concrete building systems. UNDP/UNIDO project RER/79/015; 1985. p. 335.

3. The PRESSS program: current status and proposed plans for phase III;Priestley;PCI J,1996

4. An overview of the PRESS five-storey precast test building;Nakaki;PCI J,1999

5. Shiohara H, Watanabe F. The Japan PRESS precast concrete connection design. In: 12th WCEE. Aukland; 2000.

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