Counselor Actions to Facilitate Client Change During Life‐Design Counseling

2020 ◽  
Vol 68 (1) ◽  
pp. 48-62 ◽  
Author(s):  
Xiaopeng Tian ◽  
Zhi‐Jin Hou ◽  
Danni Wang ◽  
Suzanne Savickas ◽  
Xueliang Chang ◽  
...  
Keyword(s):  
Forests ◽  
2021 ◽  
Vol 12 (6) ◽  
pp. 721
Author(s):  
Jonas Niklewski ◽  
Philip Bester van Niekerk ◽  
Christian Brischke ◽  
Eva Frühwald Hansson

Performance-based, service-life design of wood has been the focus of much research in recent decades. Previous works have been synthesized in various factorized design frameworks presented in the form of technical reports. Factorization does not consider the non-linear dependency between decay-influencing effects, such as between detail design and climate variables. The CLICKdesign project is a joint European effort targeting digital, performance-based specification for service-life design (SLD) of wood. This study evaluates the feasibility of using a semi-empirical moisture model (SMM) as a basis for a digital SLD framework. The performance of the SMM is assessed by comparison against a finite element model (FEM). In addition, two different wood decay models (a logistic, LM, and simplified logistic model (SLM)) are compared. While discrepancies between the SMM and FEM were detected particularly at high wood moisture content, the overall performance of the SMM was deemed sufficient for the application. The main source of uncertainty instead stems from the choice of wood decay model. Based on the results, a new method based on pre-calculated time series, empirical equations, and interpolation is proposed for predicting the service life of wood. The method is fast and simple yet able to deal with non-linear effects between weather variables and the design of details. As such, it can easily be implemented as part of a digital design guideline to provide decision support for architects and engineers, with less uncertainty than existing factorized guidelines.


Proceedings ◽  
2021 ◽  
Vol 77 (1) ◽  
pp. 20
Author(s):  
Adrian Cherney

In recent years, there has been a proliferation of programs aimed at preventing radicalization and disengaging known violent extremists. Some programs have targeted individuals through the use of case management approaches and the development of individual intervention plans (e.g., the Desistance and Disengagement Program and the Channel program in the UK; the Australian New South Wales Corrections Proactive Integrated Support Model—PRISM—and state-based division initiatives in Australia). There is a broad consensus in the literature that the evaluation of such initiatives has been neglected. However, the evaluation of case-managed interventions to counter violent extremism (CVE) is challenging. They can have small caseloads which makes it difficult to have any comparison or control group. Client participation can vary over time, with no single intervention plan being alike. This can make it hard to untangle the relative influence of different components of the intervention on indicators of radicalization and disengagement. In this presentation, results from primary research that set out to evaluate case-managed CVE interventions in Australia and develop evaluation metrics are presented. This research involves the examination of interventions implemented by New South Wales corrections and state police. The effectiveness of these interventions was assessed against a five-point metric of client change. Client change overtime was analyzed using case note information collected by the various interventions on client participation. Results show that client change is not a linear process and that the longer an individual is engaged in a case-managed intervention, the more likely they are to demonstrate change relating to disengagement. Specific case studies are used to illustrate trajectories and turning points related to radicalization and to highlight the role of case-managed interventions in facilitating disengagement. Key elements of effective interventions include the provision of ongoing informal support. Investment in capturing case note information should be a priority of intervention providers. Different challenges confronted by case-managed CVE interventions are highlighted.


2015 ◽  
Vol 88 ◽  
pp. 47-55 ◽  
Author(s):  
Tatiana V. Ryba ◽  
Noora J. Ronkainen ◽  
Harri Selänne
Keyword(s):  

2018 ◽  
Vol 42 (3) ◽  
pp. 179-187 ◽  
Author(s):  
Michael L. Wehmeyer ◽  
Laura Nota ◽  
Salvatore Soresi ◽  
Karrie A. Shogren ◽  
Mary E. Morningstar ◽  
...  

The field of transition—and the Division on Career Development and Transition (DCDT)—was built upon a foundation established by theories of career development that emerged in the 1950s and 1960s and paved the way for the work/study movement of the 1960s and the vocational and career education for students with disabilities movement that dominated the 1970s and, eventually, the transition services movement. Today’s leaders in vocational psychology and career guidance suggest that market and global economic forces associated with a postmodern world have created a crisis in career development models and methods. This article discusses the evolution of how career development has been understood, and the potential importance of a life design framework and its emphasis on career construction, rather than career development, for the future of transition services.


2010 ◽  
Vol 43 (10) ◽  
pp. 1397-1412 ◽  
Author(s):  
Irina Stipanovic Oslakovic ◽  
Dubravka Bjegovic ◽  
Dunja Mikulic

Author(s):  
Preston D. Vineyard ◽  
Brad J. Pease ◽  
Don Bergman ◽  
Armin Schemmann ◽  
Jacob E. Andersen ◽  
...  

<p>The Governor Mario M. Cuomo Bridge has replaced the existing Tappan Zee Bridge in New York. The new bridge was built by Tappan Zee Constructors, LLC. and is owned and operated by the New York State Thruway Authority (NYSTA). The new bridge is a 3.1 mile long crossing of the Hudson River and has an iconic main span structure, consisting of twin cable-stayed bridges, with 1,200’ main spans and 515’ side spans. Each new bridge carries four traffic lanes and the new crossing has been designed to accommodate the future addition of a rail bridge between the roadway decks. Utilizing a probabilistic-based service life design approach, the new bridge has been designed for a minimum 100-year service life before major maintenance for non- replaceable components, such as the foundations, sub-and superstructures. This paper provides the design features of the main span bridge and describes the design solutions, such as the use of fib Bulletin No. 34 to address the Service Life Design of the concrete components to address the durability challenges of this world- class project.</p>


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