On engineering equivalent linear analysis of soils in the frequency domain

Earthquake Engineering & Structural Dynamics ◽

10.1002/eqe.4290220107 ◽

1993 ◽

Vol 22 (1) ◽

pp. 75-88

Author(s):

Jeen-Shang Lin

Keyword(s):

Frequency Domain ◽

Linear Analysis ◽

Equivalent Linear ◽

Equivalent Linear Analysis

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Engineering equivalent linear analysis of soils in the frequency domain

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts ◽

10.1016/0148-9062(93)91897-r ◽

1993 ◽

Vol 30 (4) ◽

pp. A228

Keyword(s):

Frequency Domain ◽

Linear Analysis ◽

Equivalent Linear ◽

Equivalent Linear Analysis

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STUDY ON SEISMIC EVALUATION OF SOIL-PILE-RC STRUCTURE SYSTEM BASED ON EQUIVALENT LINEAR ANALYSIS

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijs.80.379 ◽

2015 ◽

Vol 80 (709) ◽

pp. 379-389

Author(s):

Masatoshi YAMAZOE ◽

Masaki MAEDA ◽

Hajime OKANO

Keyword(s):

Linear Analysis ◽

Seismic Evaluation ◽

Structure System ◽

Equivalent Linear ◽

Rc Structure ◽

Equivalent Linear Analysis

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Application and Assessment of Equivalent Linear Analysis Method for Conceptual Seismic Retrofit Design of Háros M0 Highway Bridge

Periodica Polytechnica Civil Engineering ◽

10.3311/ppci.7860 ◽

2015 ◽

Vol 59 (2) ◽

pp. 109-122 ◽

Author(s):

József Simon ◽

László Gergely Vigh ◽

Adrián Horváth ◽

Pál Pusztai

Keyword(s):

Seismic Retrofit ◽

Linear Analysis ◽

Highway Bridge ◽

Analysis Method ◽

Equivalent Linear ◽

Retrofit Design ◽

Equivalent Linear Analysis

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Equivalent linear analysis of high-speed railway seismic-isolated bridge subjected to forward rupture directivity type near-faul ground motions

Bridge Maintenance, Safety, Management and Life Extension ◽

10.1201/b17063-243 ◽

2014 ◽

pp. 1588-1595

Author(s):

L Chen ◽

N Zhang ◽

Q Jia

Keyword(s):

Ground Motions ◽

Linear Analysis ◽

Rupture Directivity ◽

High Speed Railway ◽

Equivalent Linear ◽

Isolated Bridge ◽

Forward Rupture Directivity ◽

Equivalent Linear Analysis

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Evaluation on the Soil Flexibility of the Largest HEP Dam Area in East Malaysia using 1-D Equivalent Linear Analysis

International Journal on Advanced Science Engineering and Information Technology ◽

10.18517/ijaseit.11.4.12281 ◽

2021 ◽

Vol 11 (4) ◽

pp. 1535

Author(s):

Raudhah Ahmadi ◽

Muhammad Haniz Azahari Muhamad Suhaili ◽

Imtiyaz Akbar Najar ◽

Muhammad Azmi Ladi ◽

Nisa Aqila Bakie ◽

...

Keyword(s):

Linear Analysis ◽

Equivalent Linear ◽

East Malaysia ◽

Soil Flexibility ◽

Equivalent Linear Analysis

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Equivalent linear analysis of seismic-isolated bridges subjected to near-fault ground motions with forward rupture directivity effect

Engineering Structures ◽

10.1016/j.engstruct.2006.04.004 ◽

2007 ◽

Vol 29 (1) ◽

pp. 21-32 ◽

Author(s):

Murat Dicleli ◽

Srikanth Buddaram

Keyword(s):

Ground Motions ◽

Linear Analysis ◽

Rupture Directivity ◽

Directivity Effect ◽

Equivalent Linear ◽

Isolated Bridges ◽

Forward Rupture Directivity ◽

Equivalent Linear Analysis

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Comprehensive evaluation of equivalent linear analysis method for seismic-isolated structures represented by sdof systems

Engineering Structures ◽

10.1016/j.engstruct.2006.09.013 ◽

2007 ◽

Vol 29 (8) ◽

pp. 1653-1663 ◽

Author(s):

Murat Dicleli ◽

Srikanth Buddaram

Keyword(s):

Comprehensive Evaluation ◽

Linear Analysis ◽

Analysis Method ◽

Equivalent Linear ◽

Isolated Structures ◽

Equivalent Linear Analysis

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A SIMPLIFIED METHOD TO EVALUATE SEISMIC RESPONSE OF LIQUEFIABLE SOIL USING 1D EQUIVALENT LINEAR ANALYSIS

AIJ Journal of Technology and Design ◽

10.3130/aijt.21.563 ◽

2015 ◽

Vol 21 (48) ◽

pp. 563-568

Author(s):

Sunao KOBAYASHI ◽

Yasuhiro HAYASHI ◽

Hiroshi ARAI

Keyword(s):

Seismic Response ◽

Linear Analysis ◽

Equivalent Linear ◽

Liquefiable Soil ◽

Simplified Method ◽

Equivalent Linear Analysis

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Increasing the accuracy of responses through improving equivalent linear analysis in comparison to using nonlinear analysis

Japanese Geotechnical Journal ◽

10.3208/jgs.9.185 ◽

2014 ◽

Vol 9 (2) ◽

pp. 185-202

Author(s):

Takekazu UDAKA ◽

Kaiji OSHIMA ◽

Taisuke WATANABE ◽

Takashi NAKAMA

Keyword(s):

Nonlinear Analysis ◽

Linear Analysis ◽

Equivalent Linear ◽

Equivalent Linear Analysis

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Damping reduction equation for the equivalent linear analysis of seismic isolated structures subjected to near fault ground motions

Engineering Structures ◽

10.1016/j.engstruct.2020.110834 ◽

2020 ◽

Vol 220 ◽

pp. 110834

Author(s):

Murat Dicleli ◽

Emrah Kara

Keyword(s):

Ground Motions ◽

Linear Analysis ◽

Equivalent Linear ◽

Reduction Equation ◽

Isolated Structures ◽

Equivalent Linear Analysis

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