The Development of a Model Code for Ethics Professionals

2003 ◽  
Vol 11 (3) ◽  
pp. 3-16 ◽  
Author(s):  
Mark Schwartz ◽  
Keyword(s):  
Model Code

CIVIL AND LEGAL LIABILITY OF JUDGES

2017 ◽  
Author(s):  
Yaroslav Skoromnyy ◽  
Keyword(s):  
Human Rights ◽  
Pension System ◽  
Legal Liability ◽  
Judicial System ◽  
Constitutional Court ◽  
Model Code ◽  
European Court ◽  
The Status ◽  
The Law ◽  
The Right

The article presents the conceptual foundations of bringing judges to civil and legal liability. It was found that the civil and legal liability of judges is one of the types of legal liability of judges. It is determined that the legislation of Ukraine provides for a clearly delineated list of the main cases (grounds) for which the state is liable for damages for damage caused to a legal entity and an individual by illegal actions of a judge as a result of the administration of justice. It has been proved that bringing judges to civil and legal liability, in particular on the basis of the right of recourse, provides for the payment of just compensation in accordance with the decision of the European Court of Human Rights. It was established that the bringing of judges to civil and legal liability in Ukraine is regulated by such legislative documents as the Constitution of Ukraine, the Civil Code of Ukraine, the Explanatory Note to the European Charter on the Status of Judges (Model Code), the Law of Ukraine «On the Judicial System and the Status of Judges», the Law of Ukraine «On the procedure for compensation for harm caused to a citizen by illegal actions of bodies carrying out operational-search activities, pre-trial investigation bodies, prosecutors and courts», Decision of the Constitutional Court of Ukraine in the case on the constitutional submission of the Supreme Court of Ukraine regarding the compliance of the Constitution of Ukraine (constitutionality) of certain provisions of Article 2, paragraph two of clause II «Final and transitional provisions» of the Law of Ukraine «On measures to legislatively ensure the reform of the pension system», Article 138 of the Law of Ukraine «On the judicial system and the status of judges» (the case on changes in the conditions for the payment of pensions and monthly living known salaries of judges lagging behind in these), the Law of Ukraine «On the implementation of decisions and the application of the practice of the European Court of Human Rights».

fib Bulletin 1. Structural Concrete Textbook on Behaviour, Design and Perfo ance Up date d knowle d ge of the CEB/FIP Model Code 1990 Volume 1

1999 ◽  
Author(s):  
György L. Balàzs ◽  
Andrew W. Beeby ◽  
Josef Eibl ◽  
Rolf Eligehausen ◽  
Agnieszka Bigaj-van Vliet ◽  
...  
Keyword(s):  
Structural Concrete ◽  
Model Code

fib Bulletin 72. Bond and anchorage of embedded reinforcement: Background to the fib Model Code for Concrete Structures 2010

2014 ◽  
Author(s):  
John Cairns ◽  
György L. Balázs ◽  
John Cairns ◽  
Rolf Eligehausen ◽  
Steffen Lettow ◽  
...  
Keyword(s):  
Concrete Structures ◽  
Model Code

fib Bulletin 65. Model code 2010 Volume 1

2012 ◽  
Author(s):  
Walraven ◽  
Bigaj-van Vliet ◽  
Balazs ◽  
Cairns ◽  
Cervenka ◽  
...  
Keyword(s):  
Model Code ◽  
Model Code 2010

scholarly journals Long-Term Concrete Shrinkage Influence on the Performance of Reinforced Concrete Structures

Materials ◽  
2021 ◽  
Vol 14 (2) ◽  
pp. 254
Author(s):  
Alinda Dey ◽  
Akshay Vijay Vastrad ◽  
Mattia Francesco Bado ◽  
Aleksandr Sokolov ◽  
Gintaris Kaklauskas
Keyword(s):  
Reinforced Concrete ◽  
Reinforced Concrete Structures ◽  
Tension Stiffening ◽  
Model Code ◽  
Concrete Shrinkage ◽  
Time Period ◽  
Governing Factor ◽  
Model Code 2010 ◽  
Mathematical Process

The contribution of concrete to the tensile stiffness (tension stiffening) of a reinforced concrete (RC) member is a key governing factor for structural serviceability analyses. However, among the current tension stiffening models, few consider the effect brought forth by concrete shrinkage, and none studies take account of the effect for very long-term shrinkage. The present work intends to tackle this exact issue by testing multiple RC tensile elements (with different bar diameters and reinforcement ratios) after a five-year shrinking time period. The experimental deformative and tension stiffening responses were subjected to a mathematical process of shrinkage removal aimed at assessing its effect on the former. The results showed shrinkage distinctly lowered the cracking load of the RC members and caused an apparent tension stiffening reduction. Furthermore, both of these effects were exacerbated in the members with higher reinforcement ratios. The experimental and shrinkage-free behaviors of the RC elements were finally compared to the values predicted by the CEB-fib Model Code 2010 and the Euro Code 2. Interestingly, as a consequence of the long-term shrinkage, the codes expressed a smaller relative error when compared to the shrinkage-free curves versus the experimental ones.

scholarly journals Punching strength of reinforced concrete flat slabs without shear reinforcement

2012 ◽  
Vol 5 (5) ◽  
pp. 659-691 ◽  
Author(s):  
P. V. P. Sacramento ◽  
M. P. Ferreira ◽  
D. R. C. Oliveira ◽  
G. S. S. A. Melo
Keyword(s):  
Reinforced Concrete ◽  
Shear Crack ◽  
Theoretical Method ◽  
Shear Reinforcement ◽  
Model Code ◽  
Flat Slabs ◽  
Codes Of Practice ◽  
Eurocode 2 ◽  
Model Code 2010 ◽  
Theoretical Results

Punching strength is a critical point in the design of flat slabs and due to the lack of a theoretical method capable of explaining this phenomenon, empirical formulations presented by codes of practice are still the most used method to check the bearing capacity of slab-column connections. This paper discusses relevant aspects of the development of flat slabs, the factors that influence the punching resistance of slabs without shear reinforcement and makes comparisons between the experimental results organized in a database with 74 slabs carefully selected with theoretical results using the recommendations of ACI 318, EUROCODE 2 and NBR 6118 and also through the Critical Shear Crack Theory, presented by Muttoni (2008) and incorporated the new fib Model Code (2010).

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