A first approach to the load path method on masonry structure behaviour

Advances in Architecture

Volumn 15, Issue , 2003, Pages 287-296

  De Tommasi, G ^a   Monaco, P ^a   Vitone, C ^a  

^a POLITECNICO DI BARI   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

ARCHITECTURAL DESIGN; AUTOMATION; COMPRESSIBILITY OF SOLIDS; COMPRESSION TESTING; COMPUTER SIMULATION; CRACK INITIATION; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; STRAIN; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; SURFACE TENSION;

EQUILIBRIUM MOMENTS; LOAD PATH METHODS (LPM); MASONRY STRUCTURES; STRUT AND TIE MODELS (STM);

MASONRY CONSTRUCTION;

EID: 3042555336     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

1. EUROCODE 2 - Design of concrete structures, part 1: general rules and rules for buildings (Commission of the European Communities), 1992.
2. CEB-FIP MODEL CODE 1990 - Final Draft (CEB: Bulletin d'Information nn. 203, 204, 205), 1991.
3. Schafer K., Strut-and-Tie Models for Design of Structural Concrete. Workshop, Dep. of Civil Engineering National Cheng Rung University: Tainan, Taiwan, 1996.
4. Fib, Structural concrete. Textbook on Behaviour, design and performance. Updated knowledge of the CEB/FIP Model Code 1990, Volume 3, 1999.
5. Croci G., The conservation and structural restoration of architectural heritage, Computational mechanics publication: Southampton UK and Boston USA, 2000.
6. Heyman J., The stone skeleton - stuctural engineering of masonry architecture, Cambridge University Press: UK, 1997.
7. Giuffrè A., Lettura sulla meccanica delle murature storiche, Edizioni Kappa: Roma, Italy, 1998.
8. th, 2002.