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E

Egidio Rizzi

dipartimento di ingegneria e scienze applicate

31H指数
173论文数
3.3K被引数
收录论文 44
发表时间
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Constitutive structural response of Concrete Damaged Plasticity model under Willam’s test威兰姆斯试验下混凝土损伤塑性模型的固有结构响应
errFrontiers in Materials
IF2.9
err2026-08-01
err0
errOAAI
errDF Diego Froio; RF Rosalba Ferrari; ER Egidio Rizzi
err分享
err收藏
Self-standing bearing capacity of symmetric circular masonry arches at finite friction: Technical handbook of physical states对称圆形砌体拱在有限摩擦下的自承承载力：物理状态技术手册
errInternational Journal of Solids and Structures
IF3.8
err2025-10-06
err0
errOAAI
errGiuseppe Cocchetti; Egidio Rizzi
err分享
err收藏
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part III: Complementary representations, extremal conditions and collapse multiplicity有限摩擦最小厚度自立域的对称圆拱砌体拱研究。第三部分：互补表示、极值条件和倒塌多重性
errStructures
IF4.3
err2025-08-19
err0
errOAAI
errGiuseppe COCCHETTI; Egidio RIZZI
err分享
err收藏
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches. Part II: Milankovitch-like self-weight distribution有限摩擦最小厚度自立区域对称圆形砌体拱。第二部分：米兰科维奇式自重分布
errSTRUCTURES
IF4.3
err2025-06-01
err0
errOAAI
errCocchetti, Giuseppe; Rizzi, Egidio
err分享
err收藏
Finite-friction least-thickness self-standing domains of symmetric circular masonry arches
errSTRUCTURES
IF4.3
err2024-08-01
err0
errOAAI
errCocchetti, Giuseppe; Rizzi, Egidio
err分享
err收藏
On the denoising of structural vibration response records from low-cost sensors: a critical comparison and assessment
errJOURNAL OF CIVIL STRUCTURAL HEALTH MONITORING
IF4.3
err2021-07-09
err17
errOAAI
errRavizza, Gabriele; Ferrari, Rosalba; Rizzi, Egidio; Dertimanis, Vasilis
err分享
err收藏
An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements
errENGINEERING STRUCTURES
IF6.4
err2020-12-01
err2
PREAI
errChiorean, Cosmin G.; Passera, Davide; Ferrari, Rosalba; Rizzi, Egidio
err分享
err收藏
A true PML approach for steady-state vibration analysis of an elastically supported beam under moving load by a DLSFEM formulation
errCOMPUTERS & STRUCTURES
IF4.8
err2020-10-01
err14
PREAI
errFroio, Diego; Rizzi, Egidio; Simoes, Fernando M. F.; da Costa, Antonio Pinto
err分享
err收藏
On the Numerical Modelization of Moving Load Beam Problems by a Dedicated Parallel Computing FEM Implementation
errARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING
IF12.1
err2020-08-18
err6
errOAAI
errFroio, Diego; Verzeroli, Luca; Ferrari, Rosalba; Rizzi, Egidio
err分享
err收藏
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling
errENGINEERING STRUCTURES
IF6.4
err2019-01-01
err81
errOAAI
errFerrari, Rosalba; Froio, Diego; Rizzi, Egidio; Gentile, Carmelo; Chatzi, Eleni N.
err分享
err收藏
Optimum Tuned Mass Dampers under seismic Soil-Structure Interaction地震土-结构相互作用下的最佳调谐质量阻尼器
errSOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF4.6
err2018-11-01
err73
errOAAI
errSalvi, Jonathan; Pioldi, Fabio; Rizzi, Egidio
err分享
err收藏
Full Dynamic Compound Inverse Method for seismic output-only element-level and input identification: Unitary formulation and extensive validation
errMECHANICAL SYSTEMS AND SIGNAL PROCESSING
IF8.9
err2018-10-01
err3
PREAI
errPioldi, Fabio; Rizzi, Egidio
err分享
err收藏
Universal analytical solution of the steady-state response of an infinite beam on a Pasternak elastic foundation under moving load
errINTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES
IF3.8
err2018-02-01
err52
errOAAI
errFroio, Diego; Rizzi, Egidio; Simoes, Fernando M. F.; Da Costa, Antonio Pinto
err分享
err收藏
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach
errCOMPUTERS & STRUCTURES
IF4.8
err2018-02-01
err13
PREAI
errFerrari, Rosalba; Cocchetti, Giuseppe; Rizzi, Egidio
err分享
err收藏
Computational elastoplastic Limit Analysis of the Paderno d'Adda bridge (Italy, 1889)
errARCHIVES OF CIVIL AND MECHANICAL ENGINEERING
IF4.4
err2018-01-01
err11
errOAAI
errFerrari, Rosalba; Cocchetti, Giuseppe; Rizzi, Egidio
err分享
err收藏
Assessment of Frequency versus Time Domain enhanced technique for response-only modal dynamic identification under seismic excitation
errBULLETIN OF EARTHQUAKE ENGINEERING
IF4.1
err2017-11-11
err20
PREAI
errPioldi, Fabio; Rizzi, Egidio
err分享
err收藏
Optimum earthquake-tuned TMDs: Seismic performance and new design concept of balance of split effective modal masses
errSOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF4.6
err2017-10-01
err24
PREAI
errSalvi, Jonathan; Rizzi, Egidio
err分享
err收藏
Earthquake-induced structural response output-only identification by two different Operational Modal Analysis techniques
errEARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
IF5
err2017-08-30
err25
PREAI
errPioldi, Fabio; Rizzi, Egidio
err分享
err收藏
Analytical solution for the elastic bending of beams lying on a linearly variable Winkler support
errINTERNATIONAL JOURNAL OF MECHANICAL SCIENCES
IF9.4
err2017-08-01
err30
PREAI
errFroio, Diego; Rizzi, Egidio
err分享
err收藏
Refined FDD modal dynamic identification from earthquake responses with Soil-Structure Interaction
errINTERNATIONAL JOURNAL OF MECHANICAL SCIENCES
IF9.4
err2017-07-01
err26
PREAI
errPioldi, Fabio; Salvi, Jonathan; Rizzi, Egidio
err分享
err收藏

研究方向

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合作学者
合作期刊
Daniele Dini 封面图
Daniele Dini (Daniele Dini)
H 指数: 55 · 论文数: 565
G
G. Maier
H 指数: 52 · 论文数: 330
E
Eleni Chatzi
H 指数: 51 · 论文数: 657
K
Kaspar Willam
H 指数: 42 · 论文数: 216
A
Alberto Corigliano
H 指数: 41 · 论文数: 402
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