Prediction of seismic displacements in gravity retaining walls based on limit analysis approach

Mohammad Mojallal; Ali Ghanbari

doi:10.12989/sem.2012.42.2.247

Prediction of seismic displacements in gravity retaining walls based on limit analysis approach

STRUCTURAL ENGINEERING AND MECHANICS ◽

10.12989/sem.2012.42.2.247 ◽

2012 ◽

Vol 42 (2) ◽

pp. 247-267 ◽

Cited By ~ 10

Author(s):

Mohammad Mojallal ◽

Ali Ghanbari

Keyword(s):

Limit Analysis ◽

Retaining Walls ◽

Analysis Approach ◽

Seismic Displacements

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Influence of Dilation Angle of Soil on Seismic Displacements of Gravity Retaining Walls using Upper Bound Limit Analysis Method

Numerical Methods in Civil Engineering ◽

10.52547/nmce.4.4.30 ◽

2020 ◽

Vol 4 (4) ◽

pp. 30-36

Author(s):

P. Sharifi ◽

O. Farzaneh ◽

F. Askari ◽

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Keyword(s):

Upper Bound ◽

Limit Analysis ◽

Retaining Walls ◽

Analysis Method ◽

Dilation Angle ◽

Seismic Displacements ◽

Limit Analysis Method ◽

Upper Bound Limit Analysis

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Stability Analysis and Design of Cantilever Retaining Walls with Regard to Possible Failure Mechanisms: An Upper Bound Limit Analysis Approach

Geotechnical and Geological Engineering ◽

10.1007/s10706-017-0164-5 ◽

2017 ◽

Vol 35 (3) ◽

pp. 1079-1092 ◽

Cited By ~ 5

Author(s):

Asadollah Ranjbar Karkanaki ◽

Navid Ganjian ◽

Faradjollah Askari

Keyword(s):

Stability Analysis ◽

Upper Bound ◽

Limit Analysis ◽

Failure Mechanisms ◽

Retaining Walls ◽

Analysis Approach ◽

Analysis And Design ◽

Cantilever Retaining Walls ◽

Upper Bound Limit Analysis

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Pseudo-static analysis of cantilever retaining walls using upper bound limit analysis approach

Journal of Central South University ◽

10.1007/s11771-019-3997-7 ◽

2019 ◽

Vol 26 (1) ◽

pp. 241-255 ◽

Cited By ~ 1

Author(s):

Asadollah Ranjbar Karkanaki ◽

Navid Ganjian ◽

Farajollah Askari

Keyword(s):

Static Analysis ◽

Upper Bound ◽

Limit Analysis ◽

Retaining Walls ◽

Analysis Approach ◽

Cantilever Retaining Walls ◽

Upper Bound Limit Analysis

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Finite element limit analysis of bearing capacity of footing on back-to-back reinforced soil retaining walls

Transportation Geotechnics ◽

10.1016/j.trgeo.2021.100596 ◽

2021 ◽

pp. 100596

Author(s):

Peng Xu ◽

Guangqing Yang ◽

Ting Li ◽

Kianoosh Hatami

Keyword(s):

Finite Element ◽

Bearing Capacity ◽

Limit Analysis ◽

Retaining Walls ◽

Reinforced Soil ◽

Soil Retaining Walls

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Predicting seismic permanent displacement of soil walls under surcharge based on limit analysis approach

Earthquake Engineering and Engineering Vibration ◽

10.1007/s11803-018-0473-6 ◽

2018 ◽

Vol 17 (4) ◽

pp. 747-759 ◽

Cited By ~ 2

Author(s):

Mohammad Mahdi Aminpour ◽

Mohammad Maleki ◽

Ali Ghanbari

Keyword(s):

Limit Analysis ◽

Analysis Approach ◽

Permanent Displacement ◽

Soil Walls

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Ultimate strength of pin-loaded composite laminates: A limit analysis approach

Composite Structures ◽

10.1016/j.compstruct.2010.11.002 ◽

2011 ◽

Vol 93 (4) ◽

pp. 1217-1224 ◽

Cited By ~ 11

Author(s):

Oualid Limam ◽

Gilles Foret ◽

Hatem Zenzri

Keyword(s):

Ultimate Strength ◽

Limit Analysis ◽

Composite Laminates ◽

Analysis Approach

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On comparative seismic displacements of rigid retaining walls

Geotechnical Hazards ◽

10.1201/9781003078173-43 ◽

2020 ◽

pp. 375-384

Author(s):

Yingwei Wu ◽

Shamsher Prakash

Keyword(s):

Retaining Walls ◽

Seismic Displacements

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RC beams strengthened with composite material: a limit analysis approach and experimental study

Composite Structures ◽

10.1016/s0263-8223(02)00286-6 ◽

2003 ◽

Vol 59 (4) ◽

pp. 467-472 ◽

Cited By ~ 14

Author(s):

Oualid Limam ◽

Gilles Foret ◽

Alain Ehrlacher

Keyword(s):

Experimental Study ◽

Composite Material ◽

Limit Analysis ◽

Analysis Approach ◽

Rc Beams

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A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods

Engineering Structures ◽

10.1016/j.engstruct.2018.01.033 ◽

2018 ◽

Vol 160 ◽

pp. 212-228 ◽

Cited By ~ 22

Author(s):

Gabriele Milani ◽

Rafael Shehu ◽

Marco Valente

Keyword(s):

Limit Analysis ◽

Seismic Retrofitting ◽

Analysis Approach ◽

Masonry Towers ◽

Kinematic Limit ◽

Tie Rods

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POST-CRITICAL BEHAVIOR OF MODERATELY THICK AXISYMMETRIC SHELLS: A SEQUENTIAL LIMIT ANALYSIS APPROACH

International Journal of Structural Stability and Dynamics ◽

10.1142/s021945540100024x ◽

2001 ◽

Vol 01 (03) ◽

pp. 293-311 ◽

Cited By ~ 12

Author(s):

LEONE CORRADI ◽

NICOLA PANZERI ◽

CARLO POGGI

Keyword(s):

Critical Behavior ◽

Limit Analysis ◽

Large Deformations ◽

Material Behavior ◽

Large Displacement ◽

Analysis Approach ◽

Rigid Plastic ◽

Axisymmetric Shells ◽

Energy Absorbers ◽

Displacement Effects

The design of some steel shells, like energy absorbers or bumpers, requires the knowledge of their behavior in large deformations. In this paper, the method of sequential limit analysis is presented and applied to axisymmetric shells in order to study their post-collapse response. Although the material behavior is assumed as rigid-plastic, results compare favorably with those produced by elastic-plastic incremental analyses and the procedure appears to be more efficient and numerically stable. Large displacement effects, both of stable and unstable nature, are implicitly accounted for by mesh updating.

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