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J

Jong-Kwan Kim

korea institute of civil engineering & building technology (kict)

H指数:10

被引数:311

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Prediction of ground response spectra using a convolutional U-Net with cross-attention to subsurface layers

基于交叉注意力机制的卷积U-Net用于预测地面响应谱，考虑地下分层

Soil Dynamics and Earthquake Engineering

IF4.6

2026-07-220

PRE

Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

IF4.4

2024-12-010

PRE

Development of an Optimization-Based Budget Allocation Model for Seismic Strengthening Based on Seismic Risk Assessment

IF3.1

2024-08-110

OA

Development of Seismic Fragility Function for Underground Railway Station Structures in Korea

韩国地铁车站结构地震易损性函数的发展

IF3.1

2024-04-242

OA

Evaluating Earthquake Stability of Solar Module Soundproofing Structure by 3D Numerical Analysis

三维数值分析评价太阳能模块隔声结构的地震稳定性

IF3.1

2023-12-100

OA

MASW-Based Shear Wave Velocities for Predicting Liquefaction-Induced Sand Boils Caused by the 2017 M5.4 Pohang, South Korea Earthquake

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

IF4.4

2022-04-018

PRE

Evaluation of post-liquefaction volumetric strain of reconstituted samples based on soil compressibility

SOILS AND FOUNDATIONS

IF3.3

2021-12-014

OAAI

Exploring the possibility of assessing the damage degree of liquefaction based only on seismic records by artificial neural networks

SOILS AND FOUNDATIONS

IF3.3

2021-06-012

OAAI

Minimum void ratio characteristic of soils containing non-plastic fines

SOILS AND FOUNDATIONS

IF3.3

2019-12-0110

OAAI

Laboratory testing procedure to assess post-liquefaction deformation potential

SOILS AND FOUNDATIONS

IF3.3

2017-12-019

OAAI

Density Index for Estimating the Postliquefaction Volumetric Strain of Silty Soils

INTERNATIONAL JOURNAL OF GEOMECHANICS

IF3.3

2016-10-017

PRE

Effects of relative density and accumulated shear strain on post-liquefaction residual deformation

NATURAL HAZARDS AND EARTH SYSTEM SCIENCES

IF4.7

2013-10-180

OAAI