Model for Dynamic Shear Modulus and Damping for Granular Soils-Reference-Cited by-同舟云学术

Model for Dynamic Shear Modulus and Damping for Granular Soils

Published:2000-10 Issue:10 Volume:126 Page:859-869
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Assimaki Dominic¹²³⁴⁵,Kausel Eduardo¹²³⁴⁵,Whittle Andrew¹²³⁴⁵

Affiliation:

1. Fellow, ASCE

2. Member, ASCE

3. Grad. Res. Fellow, Massachusetts Inst. of Technol., Cambridge, MA 02139.

4. Prof. of Civ. and Envir. Engrg., Massachusetts Inst. of Technol., Cambridge, MA.

5. Assoc. Prof. of Civ. and Envir. Engrg., Massachusetts Inst. of Technol., Cambridge, MA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282000%29126%3A10%28859%29

Reference36 articles.

1. Abrams D. P. and Shinozuka M. ( 1997). “Loss assessment of Memphis buildings.” Tech. Rep. NCEER-97-0018 Nat. Ctr. for Earthquake Engrg. Res. State University of New York Buffalo N.Y.

2. Constantopoulos I.V. Roesset J. M. and Christian J. T. ( 1973). “A comparison of linear and nonlinear analyses of soil amplification.” 5th World Conf. on Earthquake Engrg.

3. Dobry R. Ladd R. S. Yokel F. Y. Chung R. M. and Powell D. ( 1982). “Prediction of pore water pressure buildup and liquefaction of sands during earthquakes using the cyclic strain method.” NBS Build. Sci. Ser. 138 National Bureau of Standards Gaithersburg Md.

4. “The nature of damping in sands.”;Hardin B. O.;J. Soil Mech. and Found. Div.,1965

5. Hardin B. O. and Drnevich V. P. ( 1970). “Shear modulus and damping in soils: I. Measurement and parameter effects; II. Design equations and curves.” Tech. Rep. UKY 27-70-CE 2 and 3 Coll. of Engrg. University of Kentucky Lexingtion Ky.

Cited by 61 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Evaluation of dynamic behavior by linear equivalent analysis of North Batman, Turkey;Bulletin of Engineering Geology and the Environment;2023-03-25

2. Equivalent linear method with complex frequency for response analyses of the ground subject to fling-step displacements;Soil Dynamics and Earthquake Engineering;2023-03

3. Prediction of secant shear modulus and damping ratio for an extremely dilative silica sand based on machine learning techniques;Soil Dynamics and Earthquake Engineering;2023-02

4. Reducing computational costs in site response analysis and its application for the nonlinear dynamic analysis of structures;Structures;2022-12

5. Microscopic reversibility and emergent elasticity in ultrastable granular systems;Frontiers in Physics;2022-11-28