scholarly journals Geomaterials for Transportation Infrastructures

2021 ◽  
Vol 6 (7) ◽  
pp. 103
Author(s):  
Md Rashadul Islam ◽  
Mohammad Sadik Khan ◽  
Asif Ahmed
Keyword(s):  
Report Card ◽  
Transportation Infrastructure ◽  
Transportation Infrastructures ◽  
American Society ◽  
Civil Engineers

The American Society of Civil Engineers’ (ASCE) quadrennial report card exhibited the grim picture of nation’s transportation infrastructure [...]

Verifying the sustainability factors of mega transportation infrastructure: Sydney Metro’s commissioning through the “significance matrix” methodology

2021 ◽  
Vol ahead-of-print (ahead-of-print) ◽  
Author(s):  
Koorosh Gharehbaghi ◽  
Kerry McManus ◽  
Maged Georgy ◽  
Ken Farnes ◽  
Francesca Pagliara ◽  
...  
Keyword(s):  
Best Practice ◽  
Transportation Infrastructure ◽  
Content Type ◽  
Ecological Zones ◽  
Key Stakeholders ◽  
Comprehensive Determination ◽  
Transportation Infrastructures ◽  
Sustainability Challenges

Purpose Through the significance matrix, this paper aims to investigate and explore the main sustainability factors of mega transportation infrastructure projects. Sydney’s Metro mega transportation infrastructure is used as a case study. Sydney’s Metro was selected because of its sustainability challenges faced because of the areas’ diverse ecological zones. Sydney’s Metro is thus examined as the basis of best practice for the determination of the sustainability factors of transportation infrastructures. Design/methodology/approach Using the significance matrix as a methodology, this research evaluates the environmental impact assessment and environmental assessment processes, to alleviate the problems of the mega transportation infrastructure. Findings This research found that a more comprehensive determination is needed to further analyse the sustainability factors of mega transportation infrastructures, use of a significance matrix would further assess the environmental complexities of mega transportation infrastructures and the sustainability factors of mega transportation infrastructures should include a nonlinear and asymmetrical scheme highlighting its components and carefully outlining its integration and consolidation. Originality/value Although there is concurrent research into sustainability factors of mega transportation, this paper undertakes a new methodology for such infrastructure. While the significance matrix is not a new concept, it has never been used specifically for mega transportation infrastructure. Subsequently, using the significance matrix as a methodology, this research undertakes such environmental analysis and assessment and thus produces a qualitative risk analysis matrix. The findings from this research will ultimately assist the key stakeholders of mega transportation infrastructures to better plan, monitor and support similar projects.

Chinese Contractors in the United States

2013 ◽  
Vol 05 (03) ◽  
pp. 67-75
Author(s):  
Catherine Yap CO
Keyword(s):  
United States ◽  
The United States ◽  
Economic Benefits ◽  
Exciting Opportunity ◽  
Engineering Firms ◽  
American Society ◽  
Civil Engineers

A 2009 American Society of Civil Engineers report indicates significant underinvestment in the maintenance and upgrading of US infrastructure. The group estimates a five-year investment of US$2.2 trillion is required. This presents an exciting opportunity for Chinese construction and engineering firms. Because infrastructure work provides long-term economic benefits, if done without controversy, they might generate goodwill towards China and may even help advance Chinese commercial interests in the United States.

scholarly journals Approach for Selection of Rayleigh Damping Parameters Used for Time History Analysis

2012 ◽  
Vol 134 (6) ◽  
Author(s):  
R. E. Spears ◽  
S. R. Jensen
Keyword(s):  
Seismic Analysis ◽  
Time History ◽  
System Response ◽  
Piping System ◽  
Nuclear Facilities ◽  
Rayleigh Damping ◽  
Modal Damping ◽  
American Society ◽  
Selection Of ◽  
Civil Engineers

Nonlinearities, whether geometric or material, need to be addressed in seismic analysis. One good analysis method that can address these nonlinearities is direct time integration with Rayleigh damping. Modal damping is the damping typically specified in seismic analysis Codes and Standards (ASCE 4-98, 1998, “Seismic Analysis of Safety-Related Nuclear Structures and Commentary,” American Society of Civil Engineers, Reston, Virginia and ASCE/SEI 43-05, 2005, “Seismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities,” American Society of Civil Engineers, Reston, Virginia.). Modal damping is constant for all frequencies where Rayleigh damping varies with frequency. An approach is proposed here for selection of Rayleigh damping coefficients to be used in seismic analyses that is consistent with given modal damping. The approach uses the difference between the modal damping response and the Rayleigh damping response along with effective mass properties of the model being evaluated to match overall system response levels. This paper provides a simple example problem to demonstrate the approach. It also provides results for a finite element model representing an existing piping system. Displacement, acceleration, and stress results are compared from model runs using modal damping and model runs using Rayleigh damping with coefficients selected using the proposed method.

Sign in / Sign up

Export Citation Format

Share Document