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Paulo Providência

universidade de coimbra

H指数:11

被引数:487

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A von Karman-type model for two-layer laminated glass plates, with applications to buckling and free vibration under in-plane edge loads

COMPOSITE STRUCTURES

IF7.1

2023-10-013

OAAI

A linear two-dimensional mathematical model for thin two-layer plates with partial shear interaction, with a view towards application to laminated glass

THIN-WALLED STRUCTURES

IF6.6

2023-01-016

PRE

A simple model for the twisting of I beams including web distortion - Application to members supported along a single flange

COMPUTERS & STRUCTURES

IF4.8

2022-02-012

PRE

Vibration of composite beams with deformable shear connection: Mathematical modelling and numerical solution using general-purpose software for two-point boundary value problems

JOURNAL OF SOUND AND VIBRATION

IF4.9

2019-12-014

PREAI

Simplified assessment of the need to use the explicit model of reinforced concrete beam-column joints instead of the centreline model

简化评估需要使用钢筋混凝土梁柱节点的显式模型而不是中心线模型

STRUCTURAL CONCRETE

IF3.3

2019-11-240

PREAI

Simplified assessment of the need for the explicit model of RC beam-column joints instead of the rigid model

STRUCTURAL CONCRETE

IF3.3

2019-01-082

PREAI

An efficient three-field mixed finite element model for the linear analysis of composite beams with deformable shear connection

COMPOSITE STRUCTURES

IF7.1

2018-05-019

PREAI

Component-based reinforced concrete beam-column joint model

基于构件的钢筋混凝土梁柱节点模型

STRUCTURAL CONCRETE

IF3.3

2017-03-2212

PREAI

Improved displacement based alternative to force based finite element for nonlinear analysis of framed structures

ENGINEERING STRUCTURES

IF6.4

2017-03-016

PREAI

Fictitious Forces Method and Its Application to the Nonlinear Analysis of Plane RC Skeletal Structures

JOURNAL OF STRUCTURAL ENGINEERING

IF3.9

2016-11-013

PREAI

On the relevance of local-distortional interaction effects in the behaviour and design of cold-formed steel columns

COMPUTERS & STRUCTURES

IF4.8

2015-11-0141

PREAI

Statistical analysis of timber-concrete connections - Mechanical properties

COMPUTERS & STRUCTURES

IF4.8

2015-07-0125

PREAI

Considering the size and strength of beam-column joints in the design of RC frames

STRUCTURAL CONCRETE

IF3.3

2015-04-208

PREAI

On the need for classification criteria for cast in situ RC beam-column joints according to their stiffness

MATERIALS AND STRUCTURES

IF3.9

2015-02-266

PREAI

Elastic lateral-torsional buckling of restrained web-tapered I-beams

约束腹板锥形工字梁的弹性侧向扭转屈曲

COMPUTERS & STRUCTURES

IF4.8

2010-11-0126

PREAI

Discussion on the paper Elastic flexural-torsional buckling of thin-walled cantilevers by Lei Zhang and Geng Shu Tong [Thin-walled Structures, 46(1), 2008, 27-37]

THIN-WALLED STRUCTURES

IF6.6

2010-02-012

PREAI

Buckling length of a steel column for fire design

用于防火设计的钢柱的屈曲长度

ENGINEERING STRUCTURES

IF6.4

2007-10-0119

OAAI

On the evaluation of elastic critical moments in doubly and singly symmetric I-section cantilevers

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

IF4.3

2007-07-0144

OAAI