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Critical Earthquake Response of Elastic-Plastic Structures Under Near-Fault or Long-Duration Ground Motions: Closed-Form Approach via Impulse Input
Language: en
Pages: 57
Authors: Izuru Takewaki
Categories:
Type: BOOK - Published: 2015-12-22 - Publisher: Frontiers Media SA

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The specialty section Earthquake Engineering is one branch of Frontiers in Built Environment and welcomes critical and in-depth submissions on earthquake ground
Critical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse
Language: en
Pages: 64
Authors: Izuru Takewaki
Categories: Engineering (General). Civil engineering (General)
Type: BOOK - Published: 2016-05-26 - Publisher: Frontiers Media SA

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This eBook is the second in a series of books on the critical earthquake response of elastic-plastic structures or rigid blocks under near-fault ground motions,
Critical Earthquake Response of Elastic-Plastic Structures Under Near-Fault Ground Motions: Closed-Form Approach Via Impulse Input
Language: en
Pages: 55
Authors: Izuru Takewaki
Categories: Engineering (General). Civil engineering (General)
Type: BOOK - Published: 2016 - Publisher:

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The specialty section Earthquake Engineering is one branch of Frontiers in Built Environment and welcomes critical and in-depth submissions on earthquake ground
An Impulse and Earthquake Energy Balance Approach in Nonlinear Structural Dynamics
Language: en
Pages: 314
Authors: Izuru Takewaki
Categories: Technology & Engineering
Type: BOOK - Published: 2021-03-16 - Publisher: CRC Press

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Problems in nonlinear structural dynamics and critical excitation with elastic-plastic structures are typically addressed using time-history response analysis,
Performance of Innovative Controlled Buildings Under Resonant and Critical Earthquake Ground Motions
Language: en
Pages: 87
Authors: Izuru Takewaki
Categories:
Type: BOOK - Published: 2018-11-23 - Publisher: Frontiers Media SA

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This eBook is the fourth in a series of books on the critical earthquake response of elastic or elastic-plastic structures under near-fault or long-duration gro