Statistical Analysis of Distress Management in Existing Buildings

Authors

  • Sahil Tomar Department of Civil Engineering, Kamla Nehru Institute of Technology, Uttar Pradesh, India
  • Ahan Singh Patel Department of Civil Engineering, Kamla Nehru Institute of Technology, Uttar Pradesh, India
  • Dhruv Asthana Department of Civil Engineering, Kamla Nehru Institute of Technology, Uttar Pradesh, India
  • Kushagra Banga Department of Civil Engineering, Kamla Nehru Institute of Technology, Uttar Pradesh, India
  • Akash Soam Department of Civil Engineering, Kamla Nehru Institute of Technology, Uttar Pradesh, India

DOI:

https://doi.org/10.54060/JMCE/001.01.005

Keywords:

Concrete, Cracks, Statistical Analysis, Distress

Abstract

Weak workmanship, structural defects, lack of care, atmospheric impact, and natural calamities are all causes of building distress. As a result, periodic repair and restoration of a concrete structure are needed to prolong its life and maintain structural integrity during its design life. Since the number and severity of distress are proportional to the building's age. The distressed structure should be brought to required strength by retrofitting and re-habilitation so it may be put to service without imperiling its utility and safety.

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References

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Published

2021-04-04

How to Cite

[1]
S. Tomar, A. Singh Patel, D. Asthana, K. Banga, and A. Soam, “Statistical Analysis of Distress Management in Existing Buildings”, J. Mech. Constr. Eng., vol. 1, no. 1, pp. 1–4, Apr. 2021.

CITATION COUNT

Issue

Vol. 1 No. 1 (2021)

Section

Research Article

License

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

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