科言猫
学术研究的AI总结
首页
文献互助
订阅
我的收藏
科研工具
选题分析
论文总结
专利管理
未登录
返回
L
Letícia Fleck Fadel Miguel
federal university of rio grande do sul
27
H指数
141
论文数
2.2K
被引数
0
相关解读
订阅
收录论文
25
发表时间
发表时间
IF
被引数
Performance evaluation of tuned mass dampers for seismic protection of reinforced concrete buildings with vertical irregularities
带竖向不规则性的钢筋混凝土建筑地震保护调谐质量阻尼器的性能评估
Structures
IF
4.3
2026-09-18
0
PRE
AI
Juan F. Vallejo; Luis F. Caballero-Castro; Letícia Fleck Fadel Miguel; Orlando Arroyo; Jesús D. Villalba-Morales
分享
收藏
Assessment of Objective Functions in the Optimization of Tuned Liquid Dampers for Seismic Retrofit of Vertically Irregular Steel Frames
评估调谐液体阻尼器在垂直不规则钢框架抗震加固中目标函数的优化
Buildings
IF
3.1
2026-04-27
0
OA
AI
Juan F. Vallejo; Letícia Fleck Fadel Miguel; Jesús D. Villalba-Morales
分享
收藏
Single-step reliability-based optimization of Visco-frictional multiple tuned mass dampers (VFMTMDs) for minimizing the seismic failure probability of buildings using CIOA
基于CIOA的单步可靠性优化方法在粘滞摩擦型多重调谐质量阻尼器(VFMTMDs)中的应用,旨在最小化建筑物的地震失效概率
Journal of Low Frequency Noise Vibration and Active Control
IF
2.4
2026-04-07
0
PRE
AI
Letícia Fleck Fadel Miguel; João Victor Restelatto; Sergio Pastor Ontiveros-Pérez; Otávio Augusto Peter de Souza
分享
收藏
Optimized design under uncertainties of a passive vibration control system for highway bridges considering the vehicle-bridge-pavement interaction
考虑车-桥-路面相互作用的公路桥梁被动振动控制系统的不确定性优化设计
Journal of Low Frequency Noise Vibration and Active Control
IF
2.4
2026-04-02
0
PRE
AI
Guilherme Piva dos Santos; Letícia Fleck Fadel Miguel
分享
收藏
Reducing the dynamic response of self-supporting lattice towers with optimized connection dampers
通过优化连接阻尼器减小自立式格构塔的动态响应
ARCHIVE OF APPLIED MECHANICS
IF
2.5
2025-11-09
0
PRE
AI
Grotto, Luiz Guilherme; Miguel, Leticia Fleck Fadel; Kaminski Junior, Joao
分享
收藏
Bridge health monitoring using deep learning based on sinusoidal gratings
基于正弦光栅的深度学习桥梁健康监测
Structural Health Monitoring
IF
0
2025-11-05
0
PRE
AI
Daniele Kauctz Monteiro; Juliano Pardelinhas Cardoso; Gabriel Moreira Beretta; Letícia Fleck Fadel Miguel; Anderson Rocha Tavares
分享
收藏
Optimal sensor placement for modal identification of large truss structures using the Circle-Inspired Optimization Algorithm
EVOLUTIONARY INTELLIGENCE
IF
2.6
2025-10-27
2
OA
AI
Matsushita, Kristian Y.; Miguel, Leticia Fleck Fadel; Villalba-Morales, Jesus D.
分享
收藏
Numerical Analysis of Cross-Laminated Timber (CLT) Buildings: A Parametric Study on Steel Connectors When Subjected to Seismic Loading Under Eurocode 8 and NBR 15421
BUILDINGS
IF
3.1
2025-02-25
0
OA
AI
Victoria, Lucas C.; Aquino, Caroline D.; Branco, Jorge M.; Miguel, Leticia Fleck Fadel
分享
收藏
Reliability-based simultaneous optimization of quantities, positions, and parameters of inerter-based vibration absorbers to minimize the probability of building failure during earthquakes via the CIOA
基于可靠性的惯容式振动吸振器数量、位置及参数的同时优化,以最小化地震期间建筑失效概率,通过CIOA实现
MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES
IF
2.9
2025-01-02
0
PRE
AI
Miguel, Leticia Fleck Fadel; de Oliveira Batista da Costa, Patrick; Peter de Souza, Otavio Augusto
分享
收藏
Proposal of a methodology for mass optimization of realistic steel structural systems composed of columns and galleries for support of solid bulk conveyors
STRUCTURES
IF
4.3
2023-07-01
1
PRE
AI
Fruet, Gustavo; Miguel, Leticia Fleck Fadel
分享
收藏
Methodology for Simulation of Combined EPS and TS Wind Field and Its Influence on the Dynamic Response of a Transmission Line Segment
INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS
IF
3.4
2022-10-07
1
PRE
AI
da Silva, Natalia Pinheiro; Fadel Miguel, Leticia Fleck
分享
收藏
Reliability-based optimum design of multiple tuned mass dampers for minimization of the probability of failure of buildings under earthquakes
STRUCTURES
IF
4.3
2022-08-01
17
PRE
AI
Ontiveros-Perez, Sergio Pastor; Miguel, Leticia Fleck Fadel
分享
收藏
Optimum Design of Single and Multiple Tuned Mass Dampers for Vibration Control in Buildings Under Seismic Excitation
INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS
IF
3.4
2022-02-17
16
PRE
AI
Brandao, Francisco da Silva; de Almeida, Alex Koch; Fadel Miguel, Leticia Fleck
分享
收藏
Reliability-based optimum design of passive friction dampers in buildings in seismic regions
ENGINEERING STRUCTURES
IF
6.4
2019-07-01
38
PRE
AI
Ontiveros-Perez, Sergio Pastor; Fadel Miguel, Leticia Fleck; Riera, Jorge Daniel
分享
收藏
Robust design optimization of TMDs in vehicle-bridge coupled vibration problems
ENGINEERING STRUCTURES
IF
6.4
2016-11-01
84
PRE
AI
Miguel, Leandro F. F.; Lopez, Rafael H.; Torii, Andre J.; Miguel, Leticia F. F.; Beck, Andre T.
分享
收藏
Influence of the Width of the Loading Strip in the Brazilian Tensile Test of Concrete and Other Brittle Materials
JOURNAL OF MATERIALS IN CIVIL ENGINEERING
IF
3
2016-11-01
7
PRE
AI
Miguel, Leticia F. F.; Riera, Jorge D.; Iturrioz, Ignacio; Araoz, Gabriel F.
分享
收藏
Evaluation of the discrete element method (DEM) and of the experimental evidence on concrete behaviour under static 3D compression
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES
IF
3.2
2016-04-04
14
PRE
AI
Riera, J. D.; Miguel, L. F. F.; Iturrioz, I.
分享
收藏
A procedure for the size, shape and topology optimization of transmission line tower structures
ENGINEERING STRUCTURES
IF
6.4
2016-03-01
54
PRE
AI
de Souza, Rafael Rodrigues; Fadel Miguel, Leandro Fleck; Lopez, Rafael Holdorf; Fadel Miguel, Leticia Fleck; Torii, Andre Jacomel
分享
收藏
DYNAMIC RESPONSE OF A 190M-HIGH TRANSMISSION TOWER FOR A LARGE RIVER CROSSING
management in engineering
IF
3.7
2015-08-25
3
OA
AI
Fadel Miguel, Leandro Fleck; Kaminski, Joao, Jr.; Fadel Miguel, Letcia Fleck; Riera, Jorge Daniel; Ramos de Menezes, Ruy Carlos
分享
收藏
Assessment of Brazilian tensile test by means of the truss-like Discrete Element Method (DEM) with imperfect mesh
ENGINEERING STRUCTURES
IF
6.4
2014-12-01
14
PRE
AI
Riera, Jorge Daniel; Fadel Miguel, Leticia Fleck; Iturrioz, Ignacio
分享
收藏
研究方向
暂时未获取到该数据
合作学者
合作期刊
A
André T. Beck
H 指数: 36 · 论文数: 306
R
Rafael Holdorf Lopez
H 指数: 30 · 论文数: 154
L
Leandro Fleck Fadel Miguel
H 指数: 30 · 论文数: 136
J
João Kaminski
H 指数: 29 · 论文数: 188
J
Jorge M. Branco
H 指数: 24 · 论文数: 261
查看更多