Seismic Reliability of Masonry-Infilled RC Frames-Reference-Cited by-同舟云学术

Seismic Reliability of Masonry-Infilled RC Frames

Published:2001-03 Issue:3 Volume:127 Page:296-305
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dymiotis Christiana¹²³,Kappos Andreas J.¹²³,Chryssanthopoulos Marios K.¹²³

Affiliation:

1. Lect., Dept. of Civ. and Offshore Engrg., Heriot-Watt Univ., Edinburgh EH14 4AS, U.K.

2. Assoc. Prof., Dept. of Civ. Engrg., Aristotle Univ. of Thessaloniki, Greece.

3. Prof., Dept. of Civ. Engrg., Univ. of Surrey, Guildford, Surrey GU2 7XH, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A3%28296%29

Reference27 articles.

1. Comité Euro-International du Béton (CEB) ( 1994). “Behaviour and analysis of R/C structures under alternate actions inducing inelastic response.” Frame members CEB Bull. d'Information Lausanne France 2(220).

2. Comité Européen de Normalisation (CEN). ( 1994). “Eurocode 1: Basis of design and actions on structures—Part 1: Basis of design.” ENV 1991-1 Technical Committee 250 Brussels.

3. Comité Européen de Normalisation (CEN). ( 1995a). . “Eurocode 6: Design of masonry structures.” ENV 1996-1 Brussels.

4. Comité Européen de Normalisation (CEN). ( 1995b). . “Eurocode 8: Design provisions for earthquake resistance of structures—Part 1: General rules.” ENV 1998-1-1/2/3 Technical Committee 250/SC8 Brussels.

5. Chryssanthopoulos M. K. Dymiotis C. and Kappos A. J. ( 2000). “Probabilistic evaluation of behaviour factors in EC8-designed R/C frames.” Engrg. Struct. 22(8) 1028–1041.

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