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Hysteresis Modeling of Reinforced Concrete Structures: State of the Art
The paper in first link is not complete.
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Here it is
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Cheers
xnr09
  • Article/eBook Full Name:

  • Strain Wedge Model Capability of Analyzing Behavior of Laterally Loaded Isolated Piles, Drilled Shafts, and Pile Groups

  • Author(s):
  • Mohamed Ashour, M.ASCE; Gary Norris, M.ASCE; and Patrick Pilling, M.ASCE

  • Edition:
  • Journal of Bridge Engineering / Volume 7 Issue 4 - July 2002

  • Publish Date:
  • 2002

  • Published By:
  • ASCE

  • Related Links:
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Plz find the article in the following Link:
Article name: Strain Wedge Model Capability of Analyzing Behavior of Laterally Loaded Isolated Piles, Drilled Shafts, and Pile Groups
Authors: Mohamed Ashour, M.ASCE; Gary Norris, M.ASCE; and Patrick Pilling, M.ASCE
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Hi.I need some old papers (before 1982) from ASCE. These papers dont have digital version in ASCE library.

Bertero, V. V., and Popov, E. P. 1965. “Effect of Large Alternating Strains of Steel
Beams.” Journal of the Structural Division, American Society of Civil Engineers,
vol. 91, no. ST1.

Karsan, I.D. and J.O. Jirsa (1969). “Behavior of Concrete under Compressive Loadings,” Journal of
the Structural Division, ASCE, Vol. 95, No. ST12, pp. 2543–2564.

Park, R., M.J.N. Priestley, and W.D. Gill (1982). “Ductility of Square-Confined Concrete Columns,”
Journal of the Structural Division, Vol. 108, No. ST4, pp. 929–950.

Sheikh, S.A., and S.M. Uzumeri (1980). “Strength and Ductility of Tied Concrete Columns,” Journal
of the Structural Division, Vol. 106, No. ST5, pp. 1079–1102.

Sheikh, S.A., and S.M. Uzumeri (1982). “Analytical Model for Concrete Confinement in Tied
Columns,” Journal of the Structural Division, Vol. 108, No. ST12, pp. 2703–2722.
Does Anyone have following paper?.
Article name: Ultimate Wind Load Design Gust Wind Speeds in the United States for Use in ASCE-7
Author: Peter J. Vickery; Dhiraj Wadhera; Jon Galsworthy; Jon A. Peterka; Peter A. Irwin; and Lawrence A. Griffis

Design Gust Wind Speeds in the United States
Author:Jon A. Peterka, Member, ASCE
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Comparison of Directional and Envelope Wind Load Provisions of ASCE 7
Author:Christopher A. Trautner, P.E., S.M.ASCE; and Rasko P. Ojdrovic, P.E., M.ASCE
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Design Gust Wind Speeds in the United States
+
Comparison of Directional and Envelope Wind Load Provisions of ASCE 7
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  • Article/eBook Full Name:

  • A New Linear Response History Analysis Procedure for the 2015 NEHRP Recommended Provisions and for ASCE 7-16

  • Author(s):
  • Finley Charney

  • VOL:
  • 107

  • Publish Date:
  • 2015

  • Published By:
  • Structures Congress 2015

  • Related Links:
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A New Linear Response History Analysis Procedure for the 2015 NEHRP Recommended Provisions and for ASCE 7-16

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  • Author(s): Finley Charney
  • Published By: ASCE Structures Congress
  • Published Year: 2015
  • DOI: 10.1061/9780784479117.214
  • Size: 460 KB
  • Quality: Original Preprint
  • Related Link:
    Private Note:
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  • Abstract: A new Linear Response History (LRH) analysis procedure has been approved for inclusion in the 2015 NEHRP Recommended Provisions, and will likely be included with some minor revisions in Chapter 12 of ASCE 7-16. The principal differences between the new procedure and the LRH procedure that is currently included in Chapter 16 of ASCE 7-10 are: 1) spectrum matched ground motions are required for seismic analysis, 2) the structure being analyzed is required to be modeled in three dimensions, 3) accidental torsion, where required, must be included in the analysis by offsetting the center of mass at each floor level, 4) P-Delta effects must be included directly in the analysis, and 5) peer review is not required. Additionally, requirements for scaling the results for consistency with the Equivalent Lateral Force seismic base shear demands are clarified.


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  • Article/eBook Full Name: Centrifuge and Large-Scale Modeling of Seismic Pore Pressures in Sands: Cyclic Strain Interpretation
  • Author(s): T. Abdoun et al.
  • Edition: Vol. 139, Issue 8
  • Publish Date: 2013
  • Published By: Journal of Geotechnical and Geoenvironmental Engineering
  • Related Links:
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