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| Avtorstvo: |
Vojko KILAR // 1.01 Izvirni znanstveni članek
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| Leto: |
2003 |
| Citat: |
KILAR, Vojko, KRSTULOVIĆ-OPARA, Neven. Seismic
behavior of high-performance fiber reinforced composite frames. International
journal of IT in architecture, engineering and construction, Sep. 2003, vol.
1, issue 3, str. 225-238, ilustr. |
| Povzetek: |
The paper explores the possibilities
to use a High-Performance Fiber Reinforced Concretes (HPFRCs) for design of
seismic resistant cost-effective and durable buildings. Composite frame
buildings are made through selective use of different HPFRCs: Slurry Infiltrated
Mat Concrete (SIMCON), Slurry Infiltrated Fiber Concrete (SIFCON) and High
Strength - Lightweight Aggregate Fiber Reinforced Concrete (IIS-LWA FRC) which
further minimizes dead and seismic loads. The first part of the paper briefly
describes used HPFRCs and proposed composite building system consisted of
composite columns, beams and specially designed fuses that connect the two. In
the second part of the paper the results of the nonlinear static analysis of an
isolated composite beam as well as of the nonlinear dynamic analysis of a whole
four-story example composite building are presented. The response in terms of
force-displacement relationships and rotational ductility factors as well as in
terms of base shear, top displacements and global damage index histories is
compared to the response of an identical classical four-story building made of
reinforced concrete. [COBISS.SI-ID 1518724]
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| Tipologija: |
1.01 Izvirni znanstveni članek |
| COBISS ID |
1518724 Polni zapis iz sistema COBISS |
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Vpisal 2009/06/10 11:57
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