Behaviour of steel-to-concrete joints - moment resisting joint of a composite beam to reinforced concrete wall

2011 ◽  
Vol 4 (3) ◽  
pp. 161-165 ◽  
Author(s):  
José Henriques ◽  
Luís Simões da Silva ◽  
Ana Ozbolt ◽  
Ulrike Kuhlmann ◽  
Jiří Žižka ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Composite Beam ◽  
Concrete Wall ◽  
Moment Resisting ◽  
Reinforced Concrete Wall ◽  
Concrete Joints

Numerical modeling of composite beam to reinforced concrete wall joints

2013 ◽  
Vol 52 ◽  
pp. 734-746 ◽  
Author(s):  
José Henriques ◽  
Luís Simões da Silva ◽  
Isabel B. Valente
Keyword(s):  
Numerical Modeling ◽  
Reinforced Concrete ◽  
Composite Beam ◽  
Concrete Wall ◽  
Reinforced Concrete Wall

Design model for composite beam-to-reinforced concrete wall joints

2013 ◽  
Vol 6 (1) ◽  
pp. 19-26 ◽  
Author(s):  
José Henriques ◽  
Luís Simões da Silva ◽  
Isabel Valente
Keyword(s):  
Reinforced Concrete ◽  
Composite Beam ◽  
Design Model ◽  
Concrete Wall ◽  
Reinforced Concrete Wall

Numerical modeling of composite beam to reinforced concrete wall joints

2013 ◽  
Vol 52 ◽  
pp. 747-761 ◽  
Author(s):  
José Henriques ◽  
Luís Simões da Silva ◽  
Isabel B. Valente
Keyword(s):  
Numerical Modeling ◽  
Reinforced Concrete ◽  
Composite Beam ◽  
Concrete Wall ◽  
Reinforced Concrete Wall

scholarly journals Displacement-Based Seismic Assessment of the Likelihood of Failure of Reinforced Concrete Wall Buildings

Buildings ◽  
2021 ◽  
Vol 11 (7) ◽  
pp. 295
Author(s):  
Amirhossein Orumiyehei ◽  
Timothy J. Sullivan
Keyword(s):  
Reinforced Concrete ◽  
Seismic Risk ◽  
Concrete Wall ◽  
Limit States ◽  
Simplified Approach ◽  
Performance Based Assessment ◽  
Assessment Approach ◽  
Reinforced Concrete Wall ◽  
Displacement Based ◽  
Assessment Procedures

To strengthen the resilience of our built environment, a good understanding of seismic risk is required. Probabilistic performance-based assessment is able to rigorously compute seismic risk and the advent of numerical computer-based analyses has helped with this. However, it is still a challenging process and as such, this study presents a simplified probabilistic displacement-based assessment approach for reinforced concrete wall buildings. The proposed approach is trialed by applying the methodology to 4-, 8-, and 12-story case study buildings, and results are compared with those obtained via multi-stripe analyses, with allowance for uncertainty in demand and capacity, including some allowance for modeling uncertainty. The results indicate that the proposed approach enables practitioners to practically estimate the median intensity associated with exceeding a given mechanism and the annual probability of exceeding assessment limit states. Further research to extend the simplified approach to other structural systems is recommended. Moreover, the research highlights the need for more information on the uncertainty in our strength and deformation estimates, to improve the accuracy of risk assessment procedures.

Performance of a reinforced concrete wall building subjected to sequential earthquake and tsunami loading

2021 ◽  
Vol 238 ◽  
pp. 111995
Author(s):  
S.J. Tagle ◽  
R. Jünemann ◽  
J. Vásquez ◽  
J.C. de la Llera ◽  
M. Baiguera
Keyword(s):  
Reinforced Concrete ◽  
Concrete Wall ◽  
Reinforced Concrete Wall
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