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R

Ramin Motamed

nevada system of higher education (nshe)

H指数:15

被引数:775

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Role of MICP treatment area in mitigating liquefaction-induced settlements for shallow foundation

IF0

2026-03-013

PRE

Effects of bidirectional shaking on nonlinear site response analysis

双向振动对非线性场地反应分析的影响

Earthquake Spectra

IF3.7

2025-05-230

PRE

Linking physics-based regional-scale numerical seismic simulations with local finite-element analysis to evaluate soil-structure interaction of ground motions

将基于物理的区域尺度数值地震模拟与局部有限元分析相结合，以评估地面运动的土-结构相互作用

EARTHQUAKE SPECTRA

IF3.7

2025-02-110

PRE

Nonlinear time-domain soil-structure interaction analysis of a mid-rise building benchmarked against earthquake recordings: A case study of the BRI's annex building

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

IF4.6

2023-09-012

PRE

Polymer Injection and Liquefaction-Induced Foundation Settlement Mitigation: A Shake Table Testing Investigation

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

IF4.4

2023-08-012

OA

Reducing the uncertainties in the NGA-West2 ground motion models by incorporating the frequency and amplitude of the fundamental peak of the horizontal-to-vertical spectral ratio of surface ground motions

EARTHQUAKE SPECTRA

IF3.7

2023-01-067

PRE

Evaluation of a unified p-y method for lateral analysis of large-diameter drilled shafts using NVShaft

TRANSPORTATION GEOTECHNICS

IF5.5

2022-09-013

PRE

Estimating epistemic uncertainty in soil parameters for nonlinear site response analyses: Introducing the Latin Hypercube Sampling technique

EARTHQUAKE SPECTRA

IF3.7

2022-06-2310

PRE

An experimental evaluation of helical piles as a liquefaction-induced building settlement mitigation measure

螺旋桩作为液化引起的建筑物沉降缓解措施的实验评估

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

IF4.6

2021-12-0111

PRE

Empirical evaluation of kinematic soil-structure interaction effects in structures with large footprints and embedment depths

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

IF4.6

2021-10-0120

OAAI

Large-Scale Shake Table Tests on a Shallow Foundation in Liquefiable Soils

在可液化土壤中的浅基础上进行大型振动台测试

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

IF4.4

2021-01-0123

PREAI

Shaking table tests on shallow foundations over geocomposite and geogrid-reinforced liquefiable soils

土工复合材料和土工格栅加筋液化土上浅层地基的振动台试验

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

IF4.6

2020-01-0119

PREAI

Evaluation of One-Dimensional Multi-Directional Site Response Analyses Using Geotechnical Downhole Array Data in California and Japan

EARTHQUAKE SPECTRA

IF3.7

2018-02-0119

PREAI

Robust LRFD Resistance Factor Calibration for Axially Loaded Drilled Shafts in Las Vegas

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

IF4.4

2017-06-0110

PREAI

Finite element modeling of soil-pile response subjected to liquefaction-induced lateral spreading in a large-scale shake table experiment

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

IF4.6

2017-01-0157

PREAI

Improved Approach for Modeling Nonlinear Site Response of Highly Strained Soils: Case Study of the Service Hall Array in Japan

EARTHQUAKE SPECTRA

IF3.7

2016-05-0119

PREAI

Incorporation of Velocity Pulses in Design Ground Motions for Response History Analysis Using a Probabilistic Framework

使用概率框架将速度脉冲纳入设计地面运动以进行响应历史分析

EARTHQUAKE SPECTRA

IF3.7

2015-08-0133

PREAI

Pile group response to liquefaction-induced lateral spreading: E-Defense large shake table test

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

IF4.6

2013-08-0196

PREAI

Mitigation measures for pile groups behind quay walls subjected to lateral flow of liquefied soil: Shake table model tests

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

IF4.6

2010-10-0131

PREAI

EXPERIMENTAL MODELING OF LARGE PILE GROUPS IN SLOPING GROUND SUBJECTED TO LIQUEFACTION-INDUCED LATERAL FLOW: 1-G SHAKING TABLE TESTS

SOILS AND FOUNDATIONS

IF3.3

2010-04-0142

OAAI