Management and Maintenance Scheduling of Infrastructural Facilities: Road Map

Author:

Lakshmanan N.1,Ravisankar K.2,Muthumani K.2,Krishnamoorthy T. S.2,Ramanjaneyulu K.2,Gopalakrishnan N.3,Iyer Nagesh R.4

Affiliation:

1. Advisor (Projects), Council of Scientific and Industrial Research-Structural Engineering Research Centre, Structural Engineering Research Centre, Council of Scientific and Industrial Research Campus, Taramani, Chennai 600113, India.

2. Scientist, Council of Scientific and Industrial Research-Structural Engineering Research Centre, Structural Engineering Research Centre, Council of Scientific and Industrial Research Campus, Taramani, Chennai 600113, India.

3. Scientist, Council of Scientific and Industrial Research-Structural Engineering Research Centre, Structural Engineering Research Centre, Council of Scientific and Industrial Research Campus, Taramani, Chennai 600113, India (corresponding author).

4. Director, Council of Scientific and Industrial Research-Structural Engineering Research Centre, Structural Engineering Research Centre, Council of Scientific and Industrial Research Campus, Taramani, Chennai 600113, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Parameter Estimation for Multiple-Input Multiple-Output Modal Analysis of Large Structures

2. Chen S. E. (2010). “Advances in remote sensing for bridge structural health evaluation.” Proc. 7th Struct. Eng. Conv. Annamalai Univ. Annamalai Nagar India 18–28.

3. Council of Scientific and Industrial Research-Structural Engineering Research Centre (CSIR-SERC). (2010). “Management and maintenance scheduling for infrastructural facilities—Draft report.” Report SIP-01/2010 CSIR-SERC.

4. Gopalakrishnan N. (2009). “Identification tools for smeared damage with application to reinforced concrete structural elements.” Ph.D. thesis Indian Institute of Science Bangalore India.

5. Damage Identification Using Modal Data: Experiences on a Prestressed Concrete Bridge

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