Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings

By R. Hamburger, J. Hooper, T. Sabol, R. Shaw, L. Reaveley, R. Tide, W. J. Hall. 2001

932 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/4eea8efc0b0791e32ce071ae712e655e0477201e

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Jack W. Baker
2. C. Allin Cornell
3. A. Cornell
4. N. Luco
5. Brendon Bradley
6. R. Dhakal
7. P. Bazzurro
8. M. Kohrangi

Citations in the corpus

• Structure-Specific Scalar Intensity Measures for Near-Source and Ordinary Earthquake Ground Motions (2007, methodology): “There are several reasons why the one-parameter model expressed in Equation 8 is utilized instead of a more standard two-parameter log-log linear regression model, which includes an exponent on IM (e.g., Cornell and Luco 1999, Shome and Cornell 1999).”
• Uncertainty Specification and Propagation for Loss Estimation Using FOSM Methods (2003, methodology): “3 Uncertainty Coefficient βUD for Evaluation of Steel Moment-Frame Buildings (FEMA 2000a)”
• Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario (2011, methodology): “Weld access holes are cut from the beam flanges according to the recommendations of FEMA 350 (FEMA 2000a).”