- Seismic analytical model for retrofitted old reinforced concrete structures
- M. Zeinoddini ; A. Dabiri
- Procedia Engineering, Vol. 54, pages 188-206
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Repair and Retrofit of Structures
- Keywords: Concrete structures
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- Seismic protection of r/c structures by a new dissipative bracing system
- M. Valente
- Procedia Engineering, Vol. 54, pages 785-794
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Repair and Retrofit of Structures
- Keywords: Concrete structures
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- Improving the seismic performance of precast buildings using dissipative devices
- M. Valente
- Procedia Engineering, Vol. 54, pages 795-804
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Repair and Retrofit of Structures
- Keywords: Concrete structures
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- Addressing infrastructure durability and sustainability by self healing mechanisms - recent advances in self healing concrete and asphalt
- E. Schlangen ; S. Sangadji
- Procedia Engineering, Vol. 54, pages 39-57
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Structure types ; Concrete structures
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- Performance criteria to assess shrinkage cracking tendency in concrete overlay
- S.A. Kristiawan
- Procedia Engineering, Vol. 54, pages 82-100
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Structure types ; Concrete structures
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- Combined use of non-destructive tests for assessment of strength of concrete in structure
- Y. Verma ; K. Murari ; A.K. Jain ; A. Kathuria ; A. Kumar
- Procedia Engineering, Vol. 54, pages 241-251
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Structure types ; Concrete structures
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- Self-compacting concrete with recycled traditional roof tile powder
- B. Herbudiman ; A.M. Saptaji
- Procedia Engineering, Vol. 54, pages 805-816
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Structure types ; Concrete structures
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- Seismic Response of Asymmetrical Infilled Concrete Frames
- T. Mahdi ; V. Bahreini
- Procedia Engineering, Vol. 54, pages 341-352
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Earthquake engineering
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- Analysis of rehabilitation effect on the improvement capacity of reinforced concrete beams with FEM
- M. Ahmadi
- Procedia Engineering, Vol. 54, pages 327-340
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Repair and Retrofit of Structures
- Keywords: Concrete structures
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- Utilization of ultra-high performance fibre concrete (UHPFC) for rehabilitation – a review
- B.H. Tayeh ; M.A. Abu Bakar ; Yen L. V.
- Procedia Engineering, Vol. 54, pages 525-538.
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Repair and Retrofit of Structures
- Keywords: Concrete structures
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- Evaluation of bond strength between normal concrete substrate and ultra high performance fiber concrete as a repair material
- B.H. Tayeh ; M.A. Abu Bakar ; Yen L. V.
- Procedia Engineering, Vol. 54, pages 554-563
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Repair and Retrofit of Structures
- Keywords: Concrete structures
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- Mixed concrete optimization using fly ash, silica fume and iron slag on the scc's compressive strength
- D. Raharjo ; A. Subakti
- Procedia Engineering, Vol. 54, pages 827-839
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Structure types ; Concrete structures
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- Analytical investigation of vehicle fires in precast concrete parking structures
- S. Pessiki ; J. Bayreuther
- PCI Journal, summer 2013, pages 111-123
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Structure types ; Concrete structures
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- Evaluation of Infill Strut Properties Based on In-plane Cyclic Tests
- S. Hak ; P. Morandi ; M. Magenes
- Book Title / Journal: Građevinar
- Year: 2013 , Volume: 65 , Series:
- Earthquake engineering
- Keywords: masonry infill ; equivalent diagonal strut ; cyclic in-plane testing ; limit states
- Description
- In the nonlinear analysis of masonry infilled RC frame structures, simple strut models are often adopted to represent the masonry infill, particularly in the case of extensive parametric numerical studies. Therefore, a careful definition of the corresponding strut properties is of exceptional significance for achieving a realistic building response. A method for evaluation of masonry infill strut properties is proposed and applied in this paper, based on the interpretation of results obtained by cyclic in-plane testing of single-storey, single-bay bare and infilled RC frame specimens.
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- Experimental pull-out test program of wall-to-diaphragm adhesive connections and observations from 2010/2011 Canterbury earthquakes
- D. Dizhur ; J.M. Ingham ; J. Campbell ; A.E. Schultz
- 2013 NZSEE Conference, Wellington
- Book Title / Journal:
- Year: 2013 , Volume: , Series:
- Earthquake engineering
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