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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Mishra, Shambhu Sharan / Kumar, Krishen / Krishna, Prem (2007): A study of wind effect on damping and frequency of a long span cable-stayed bridge from rational function approximation of self-excited forces. In: Wind & Structures, v. 10, n. 3 (June 2007).

    https://doi.org/10.12989/was.2007.10.3.215

  2. Mishra, Shambhu Sharan / Kumar, Krishen / Krishna, Prem (2006): Identification of 18 flutter derivatives by covariance driven stochastic subspace method. In: Wind & Structures, v. 9, n. 2 (April 2006).

    https://doi.org/10.12989/was.2006.9.2.159

  3. Ahmad, Shakeel / Kumar, Krishen (2002): Wind pressures on low-rise hip roof buildings. In: Wind & Structures, v. 5, n. 6 (December 2002).

    https://doi.org/10.12989/was.2002.5.6.493

  4. Mishra, Shambhu Sharan / Kumar, Krishen / Krishna, Prem (2008): Multimode flutter of long-span cable-stayed bridge based on 18 experimental aeroelastic derivatives. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 96, n. 1 (January 2008).

    https://doi.org/10.1016/j.jweia.2007.03.006

  5. Ahmad, Shakeel / Kumar, Krishen (2002): Effect of geometry on wind pressures on low-rise hip roof buildings. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 90, n. 7 (July 2002).

    https://doi.org/10.1016/s0167-6105(02)00152-6

  6. Yahyai, Mahmood / Kumar, Krishen / Krishna, Prem / Pande, P. K. (1992): Aerodynamic interference in tall rectangular buildings. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 41, n. 1-3 (October 1992).

    https://doi.org/10.1016/0167-6105(92)90506-6

  7. Ahmad, Shakeel / Kumar, Krishen (2001): Interference effects on wind loads on low-rise hip roof buildings. In: Engineering Structures, v. 23, n. 12 (December 2001).

    https://doi.org/10.1016/s0141-0296(01)00057-8

  8. Mishra, Shambhu Sharan / Kumar, Krishen / Krishna, Prem (2008): Relevance of Eighteen Flutter Derivatives in Wind Response of a Long-Span Cable-Stayed Bridge. In: Journal of Structural Engineering (ASCE), v. 134, n. 5 (May 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:5(769)

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