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You searched for: Author/Creator Erfani, SaeedLimit your search
- Erfani, Saeed [remove] 11
- 624.1821 6
- Acier de construction -- Périodiques 6
- Building, Iron and steel -- Periodicals 6
- Construction métallique -- Périodiques 6
- Steel, Structural -- Periodicals 6
- 624.1762 2
- AISC American Institute of Steel Construction -- ASTM American Society of the International Association for Testing and Materials -- bf Width of beam flange -- bp Width of end-plate -- db Depth of connecting beam -- dbt Bolt diameter -- dc Depth of column -- CJP Complete-Joint-Penetration -- Fy Specified minimum yield stress of the yielding element -- Fu Specified minimum tensile strength of the yielding element -- g Horizontal distance between bolts -- Gr Grade -- Lp Length of end-plate -- Lb Length of beam -- M0.04 The measured flexural resistance of the connection, determined at the column face at a story drift angle of 0.04 rad -- M− 0.04 The measured flexural resistance of the connection, determined at the column face at a story drift angle of − 0.04 rad -- Mmax The maximum measured flexural resistance of the connection, determined at the column face -- Mp Nominal plastic flexural strength -- Mpb Expected flexural strengths of the beams -- Mpc Nominal flexural strengths of the columns -- Pb Vertical distance between the inner and outer row of bolts in an 8ES connection -- Pf Vertical distance from the beam tension flange to the nearest bolt row -- Pf bott Vertical distance from the beam tension flange to the nearest bottom bolt row -- Pf top Vertical distance from the beam tension flange to the nearest top bolt row -- SAC Structural engineers association of California-Applied technology council-California universities for research in earthquake engineering -- tc Thickness of column flange and web -- tf Thickness of beam flange -- tp Thickness of end-plate -- tw Thickness of beam web -- Zx Plastic section modulus about the x-axis -- θM max Total rotation corresponding to maximum load carrying capacity 2
- Box-column -- Moment connection -- End-plate -- Bolt -- Stub beam -- Link beam 2
- Earthquake engineering -- Periodicals 2
- 534.5 1