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Fabio Minghini

University of Ferrara

H指数:16

被引数:955

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Out-of-Plane Response of URM Façades Accounting for In-Plane Diaphragm and Wall-Diaphragm Connection Deformability: Application to Palazzo Renata di Francia in Ferrara, Italy

考虑平面内隔板和墙-隔板连接变形性的URM立面出平面响应：在意大利费拉拉Renata di Francia宫中的应用

International Journal of Architectural Heritage

IF2.4

2026-01-010

PRE

Post-earthquake functionality assessment protocol for hydraulic infrastructure in lowland areas

低洼地区水力基础设施震后功能评估规程

Structure and Infrastructure Engineering

IF2.6

2025-07-160

PRE

3D orthotropic damage model for the failure analysis of LVL wood truss with steel connector through a regularized extended finite element method

通过正则化扩展有限元方法分析带有钢连接器的LVL木桁架的3D正交各向异性损伤模型

FINITE ELEMENTS IN ANALYSIS AND DESIGN

IF3.5

2024-06-013

OAAI

Effect of uncertainties on seismic fragility for out-of-plane collapse of unreinforced masonry walls

JOURNAL OF BUILDING ENGINEERING

IF7.4

2023-09-014

OAAI

Monotonic and cyclic pull-pull tests on dowel-nut connector in laminated veneer lumber made of European beech wood

CONSTRUCTION AND BUILDING MATERIALS

IF8

2022-12-015

OAAI

Fragility functions for local failure mechanisms in unreinforced masonry buildings: a typological study in Ferrara, Italy

BULLETIN OF EARTHQUAKE ENGINEERING

IF4.1

2021-09-0314

OA

Pullout tests on the connection to an existing foundation of a steel warehouse rebuilt after the 2012 Emilia (Italy) earthquakes

BULLETIN OF EARTHQUAKE ENGINEERING

IF4.1

2021-05-273

OAAI

Cyclic test on a precast reinforced concrete column-to-foundation grouted duct connection

BULLETIN OF EARTHQUAKE ENGINEERING

IF4.1

2019-12-0425

PREAI

Numerical failure analysis of built-up columns composed of closely spaced pultruded FRP channels

COMPOSITE STRUCTURES

IF7.1

2019-01-0111

OAAI

Empirical seismic fragility for the precast RC industrial buildings damaged by the 2012 Emilia (Italy) earthquakes

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS

IF5

2017-04-2065

OAAI

Grouted sleeve connections used in precast reinforced concrete construction - Experimental investigation of a column-to-column joint

ENGINEERING STRUCTURES

IF6.4

2016-11-01168

OAAI

A closed-form equation for the local buckling moment of pultruded FRP I-beams in major-axis bending

COMPOSITES PART B-ENGINEERING

IF14.2

2016-07-0138

OAAI

Modal pushover and response history analyses of a masonry chimney before and after shortening

ENGINEERING STRUCTURES

IF6.4

2016-03-0133

OAAI

Static analysis of shear flexible beams and frames in adhesive contact with an isotropic elastic half-plane using a coupled FE-BIE model

ENGINEERING STRUCTURES

IF6.4

2015-12-0113

PREAI

Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques

ENGINEERING STRUCTURES

IF6.4

2014-06-0154

OAAI

Nonlinear analysis of composite beams with concrete-encased steel truss

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

IF4.3

2013-12-0126

PREAI

Postbuckling failure analysis of pultruded FRP beams under uniform bending

COMPOSITES PART B-ENGINEERING

IF14.2

2013-11-0115

PREAI

Vibration analysis of pultruded FRP frames with semi-rigid connections

ENGINEERING STRUCTURES

IF6.4

2010-10-0121

PRE

Vibration analysis with second-order effects of pultruded FRP frames using locking-free elements

THIN-WALLED STRUCTURES

IF6.6

2009-02-0114

PREAI

Elastic buckling analysis of pultruded FRP portal frames having semi-rigid connections

ENGINEERING STRUCTURES

IF6.4

2009-02-0120

PREAI