Dynamic response of thin masonry wall under explosion effect

Structures and Materials

Volumn 11, Issue , 2002, Pages 47-56

  Makovicka D ^a,b  

^a CZECH TECHNICAL UNIVERSITY IN PRAGUE   (Czech Republic)

^b Static and Dynamic Consulting ^*  (Czech Republic)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; DYNAMIC RESPONSE; ELASTIC MODULI; EXPLOSIONS; FAILURE (MECHANICAL); MIXTURES; SHOCK WAVES; STRESS ANALYSIS; VIBRATIONS (MECHANICAL); WALLS (STRUCTURAL PARTITIONS);

DEFLECTION MAGNITUDE; GAS-AIR MIXTURES; SHOCK PRESSURE WAVES;

MASONRY CONSTRUCTION;

EID: 4544240456     PISSN: 14626055     EISSN: None     Source Type: Book Series    
DOI: None     Document Type: Conference Paper

References (6)

1. Makovička, D., Influence of short shock load on response of masonry structure. Structures Under Shock and Impact III, ed. Bulson, P.S., Computational Mechanics Publications: Southampton, pp. 53-60, 1994.
2. Makovička, D., Failure of masonry under impact load generated by an explosion. Acta Polytechnica, l/(39), pp. 63-91, 1999.
3. Makovička, D., Explosion hazard to buildings and design load parameters. Structures Under Shock and Impact VI, eds. Jones, N. & Brebbia, C.A., WIT Press: Southampton, pp. 373-382, 2000.
4. Makovička, D., Failures of masonry structures by explosion effects. CTU Reports, Theoretical and Experimental Research in Structural Engineering, CTU Publishing House 2, Vol. 4, pp. 83-87, 2000.
5. ČSN 73 1101(Czech Standard): Navrhování zděných konstrukcí (Design of Masonry Structures), Czech Standard Institute: Prague, 1980.
6. st Part. Fire Prevention 2001, VŠB-TU: Ostrava, pp. 333-340, 2001.