Seismic behavior of three-leaf stone masonry buildings before and after interventions: Shaking table tests on a two-storey masonry model-Reference-Cited by-同舟云学术

Seismic behavior of three-leaf stone masonry buildings before and after interventions: Shaking table tests on a two-storey masonry model

Published:2015-04-05 Issue:10 Volume:13 Page:3107-3133
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Vintzileou Elizabeth,Mouzakis Charalambos,Adami Chrissy-Elpida,Karapitta Lucia

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-015-9746-x.pdf

Reference43 articles.

1. Adami C-E, Vintzileou E, Mouzakis C, Badogiannis E, Kalagri A (2012) The effect of hydraulic lime pozzolanic grouts on the mechanical properties of three-leaf stone masonry in compression. In: Proceedings of the 8th international conference on structural analysis of historical construction. Wroclaw, Poland

2. ASCE 41-06 (2007) Seismic rehabilitation of existing buildings. American Society of Civil Engineers, Reston

3. Badogiannis E, Miltiadou A, Kalagri A, Ipsilanti E, Dedeloudis C, Vintzileou E (2012) Mix design and performance evaluation of grouts with superfine natural pozzolan. In: Proceedings of 8th international conference SAHC 2012 (Structural Analysis of Historical Constructions). Wrocław, Poland, pp 773–780

4. Benedetti D, Carydis P, Pezzoli P (1998) Shaking table tests on 24 simple masonry buildings. Earthq Eng Struct Dyn 27(1):67–90

5. Binda L, Baronio G, Tiraboschi C (1993) Repair of brick-masonries by injection of grouts: experimental Research”. J Struct Eng 20(1):29–44

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