4.7 Article

A neural network-based multivariate seismic classifier for simultaneous post-earthquake fragility estimation and damage classification

期刊

ENGINEERING STRUCTURES
卷 255, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2022.113918

关键词

Artificial neural networks; Seismic damage classification; Fragility estimation; Multivariate seismic classifier; Intensity measures

资金

  1. U.S. Department of Transportation, Office of Assistant Secretary for Research and Technology under the auspices of Mid-America Trans-portation Center at the University of Nebraska [00072738]

向作者/读者索取更多资源

This study develops a multivariate seismic classifier based on artificial neural networks (ANNs), which takes multiple intensity measures (IMs) as inputs, to address the limitations of traditional regression approaches. The results show that the multi-IM ANN classifiers lead to higher accuracy in system-level and element-level damage classification compared to single-IM traditional fragility curves.
A scalar intensity measure (IM) could be insufficient to represent the earthquake intensity and variety in fragilit y estimation. Introducing multiple IMs to conventional regression of fragility functions can be computationally demanding and require priori assumptions of functional forms. In this study, multivariate seismic classifiers with multiple IMs as inputs are developed based on artificial neural networks (ANNs) to address the above disadvantages of traditional regression approaches. Case studies of a four-story code-conforming benchmark building indicate that fragility estimates from multi-IM ANN classifiers lead to higher accuracy (5.0% to 7.7%) in system-level and element-level damage classification than the single-IM traditional fragility curves. Further studies of IM combinations show that the ANN performance can be improved by more IMs correlated with structural responses while compromised by redundant irrelevant IMs. The optimal IM set should be determined by correlation ranking and ANN predictive performance together. Moreover, the ANN configuration of the case-study building is optimized with five readily available IMs as inputs, which enable a near real-time (within 0.3 ms) prediction of future earthquake damage while maintain high predictive performance. Overall, the multivariate ANN seismic classifier can be a promising tool for simultaneous seismic fragility estimation and damage assessment.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Article Construction & Building Technology

Dynamic numerical analysis of single-support modular bridge expansion joints

Xinzhe Yuan, Ruiqi Li, Jian'guo Wang, Wancheng Yuan

STEEL AND COMPOSITE STRUCTURES (2016)

Article Engineering, Civil

Seismic analysis of half-through steel truss arch bridge considering superstructure

Ruiqi Li, Xinzhe Yuan, Wancheng Yuan, Xinzhi Dang, Guoyu Shen

STRUCTURAL ENGINEERING AND MECHANICS (2016)

Article Chemistry, Multidisciplinary

Faster Post-Earthquake Damage Assessment Based on 1D Convolutional Neural Networks

Xinzhe Yuan, Dustin Tanksley, Liujun Li, Haibin Zhang, Genda Chen, Donald Wunsch

Summary: The study developed a 1D CNN model that achieved prediction accuracy close to the 2D CNN model while significantly reducing computing time and resources, making it a recommended choice for rapid and accurate post-earthquake damage assessment.

APPLIED SCIENCES-BASEL (2021)

Article Engineering, Geological

Near-fault pulse seismic ductility spectra for bridge columns based on machine learning

Tao Yang, Xinzhe Yuan, Jian Zhong, Wancheng Yuan

Summary: The study develops a near-fault pulse seismic ductility spectra (NFPSDS) method based on machine learning to quickly evaluate the ductility demand of bridge columns. The method utilizes two machine learning models, random forest (RF) and artificial neural network (ANN), to establish the relationship between seismic demand and the pulse-structure coupled index alpha 1-p. The method also investigates the quantitative influence of column parameters and pulse parameters on NFPSDS. It provides a reasonable design range of longitudinal reinforcement ratio under different pulse periods and pulse velocities, thereby significantly benefiting the seismic design of structures in near-fault regions.

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2023)

Article Engineering, Civil

Lifetime seismic risk assessment of bridges with construction and aging considerations

Jian Zhong, Yongheng Mao, Xinzhe Yuan

Summary: The seismic risk analysis during the construction period is often overlooked in the overall assessment of a bridge's seismic risk throughout its entire life cycle. This study develops a seismic risk framework inclusive of the construction period to conduct a comprehensive analysis. A case study utilizing different construction methods was conducted to assess the life-cycle seismic risk of a continuous beam bridge, considering factors such as material aging during operation. The two-stage seismic risk analysis, covering both construction and operation stages, provides a complete understanding of the bridge's seismic risk throughout its life cycle and allows the quantification of various influencing factors.

STRUCTURES (2023)

Article Engineering, Civil

Risk-based optimization of seismic mitigation devices constrained by user-defined components importance

Jian Zhong, Yuntao Zhu, Yutao Pang, Xinzhe Yuan, You Dong, Xinzhi Dang, Kewen Xu

Summary: In this study, a constrained optimization method for seismic mitigation devices in complex structures is proposed by considering the user-defined importance of critical components. The seismic damage probability of individual components is defined as constrained functions, and the overall probabilistic seismic performance of the bridge system is formulated as the objective function. The Hazard-related Response Surface Method is used to formulate the surrogate functions between the variables and objective/constrained functions. A case-study of a three-dimensional long cable-stayed bridge with a fluid viscous damper is conducted to investigate different protection levels and the influence of maximum displacement.

STRUCTURES (2023)

Article Construction & Building Technology

Encoding Time-Series Ground Motions as Images for Convolutional Neural Networks-Based Seismic Damage Evaluation

Xinzhe Yuan, Dustin Tanksley, Pu Jiao, Liujun Li, Genda Chen, Donald Wunsch

Summary: This study introduces a new image encoding technique based on time-series segmentation for transforming seismic ground motion records into three-channel AVD images, which shows higher computational efficiency compared to other encoding techniques. The CNN trained through this technique achieves comparable classification performance in seismic damage evaluation.

FRONTIERS IN BUILT ENVIRONMENT (2021)

Article Engineering, Civil

Experimental study on the seismic performance of a full-scale two-story traditional timber frame on sloped land

Renbing An, Jiacong Yuan, Yi Pan, Duhang Yi

Summary: Traditional timber structures built on sloped land are more susceptible to seismic damage compared to structures built on flat land. The upper portion of the structure is found to be the weak point on sloped land, with potential issues such as tenon failure and column foot sliding.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Human-induced vibrations of floors: A probabilistic approach

Elyas Bayat, Federica Tubino

Summary: The current design guidelines for assessing floor vibration performance do not consider the influence of variability in the walking path on the dynamic response of floors. This study investigates the dynamic response of floors under a single pedestrian walking load, taking into account the randomness of the walking path and load. The effectiveness of the current guidelines in predicting floor response is critically assessed.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Seismic behavior of repairable columns with UHPC segments and replaceable buckling-restrained energy dissipaters

Gao Ma, Chunxu Hou, Hyeon-Jong Hwang, Linghui Chen, Zhenhao Zhang

Summary: Minimizing earthquake damage and improving repair efficiency are the main principles of resilient structures. This study proposed a repairable column with UHPC segments and replaceable energy dissipaters. The test results showed that the columns with UHPC segments and replaceable dissipaters exhibited high strength, deformation capacity, and energy dissipation.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Experimental and numerical analysis of the compression behavior of aluminum syntactic foams reinforced with alumina hollow particles

Kartheek S. M. Sonti, Pavan Kumar Penumakala, Suresh Kumar Reddy Narala, S. Vincent

Summary: In this study, the compressive behavior of alumina hollow particles reinforced aluminum matrix syntactic foams (AMSF) was investigated using analytical, numerical, and experimental methods. The results showed that the FE solver ABAQUS could accurately predict the elastic and elastio-plastic behavior of AMSFs. The study also suggested that FE models have great potential in developing new materials and composites under compression loading.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Statistical modeling and reliability analysis of large-scale multi-tendon fiber-reinforced polymer cables

Zheqi Peng, Xin Wang, Zhishen Wu

Summary: In this study, the statistical modeling of fiber-reinforced polymer (FRP) cables using the classic fiber bundle model is explored. The study considers important features of large-scale multi-tendon FRP cables, such as initial random slack and uneven tensile deformation among tendons. A parametric study and reliability analysis are conducted to predict the load-displacement relation and design thousand-meter-scale FRP cables. The study emphasizes the relation between the reliability index beta of the cable and the safety factor gamma of the FRP material.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

A modal-based method for blast-induced damage assessment of reinforced concrete columns: Numerical and experimental validation

Yanchao Shi, Shaozeng Liu, Ye Hu, Zhong-Xian Li, Yang Ding

Summary: This paper introduces a damage assessment method for reinforced concrete (RC) columns under blast loading, using modal parameter measurement as the evaluation index. The validity of the proposed method is validated through numerical and experimental analysis. The results show that this modal-based damage assessment method is applicable for non-destructive evaluation of blast-induced damage of RC columns.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

An efficient framework for structural seismic collapse capacity assessment based on an equivalent SDOF system

Xiaolin Zou, Maosheng Gong, Zhanxuan Zuo, Qifang Liu

Summary: This paper proposes an efficient framework for assessing the collapse capacity of structures in earthquake engineering. The framework is based on an accurate equivalent single-degree-of-freedom (ESDOF) system, calibrated by a meta-heuristic optimization method. The proposed framework has been validated through case studies, confirming its accuracy and efficiency.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Rapid peak seismic response prediction of two-story and three-span subway stations using deep learning method

Jie Hu, Weiping Wen, Chenyu Zhang, Changhai Zhai, Shunshun Pei, Zhenghui Wang

Summary: A deep learning-based rapid peak seismic response prediction model is proposed for the most common two-story and three-span subway stations. The model predicts the peak seismic responses of subway stations using a data-driven approach and limited information, achieving good predictive performance and generalization ability, and demonstrating significantly higher computational efficiency compared to numerical simulation methods.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Simplified earthquake response analysis of rectangular liquid storage tanks considering fluid-structure interactions

Jin Ho Lee, Jeong-Rae Cho

Summary: A simplified model is proposed to estimate the earthquake responses of a rectangular liquid storage tank considering the fluid-structure interactions. The complex three-dimensional structural behavior of the tank is represented by a combination of fundamental modes of a rectangular-ring-shaped frame structure and a cantilever beam. The system's governing equation is derived, and earthquake responses such as deflection, hydrodynamic pressure, base shear, and overturning moment are obtained from the solution.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Moment-less arches of constant axial stress: Implications for design

W. J. Lewis, J. M. Russell, T. Q. Li

Summary: The work discusses the key features and advantages of optimal 2-pin arches shaped by statistically prevalent load and constant axial stress. It extends the design space of symmetric arches to cover asymmetric forms and provides minimum values of constant stress for form-finding of such arches made of different materials. The analysis shows that constant stress arches exhibit minimal stress response and have potential implications for sustainability and durability of future infrastructure.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Estimating design positions of suspension bridge tower saddles in the completed bridge state: An analytical approach

Wen-ming Zhang, Han-xu Zou, Jia-qi Chang, Tian-cheng Liu

Summary: Saddle position is crucial in the construction and control of suspension bridges. This study proposes an analytical approach to estimate the saddle positions in the completed bridge state and discusses the calculation under different definitions. The relationship between the saddle position and the tower's centerline is analyzed, along with the eccentric compression of the tower. The feasibility of the proposed method is verified through a real-life suspension bridge.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Experimental investigation and design-oriented model for concrete column confined with textile reinforced geopolymer composites

Shaise K. John, Alessio Cascardi, Yashida Nadir

Summary: This study experimentally investigated the use of TRM material for reinforcing concrete columns. The results showed that increasing the number of textile layers effectively increased the axial strength. Additionally, the choice of fiber type and hybrid textile configuration also had a significant impact on strength improvement. A new design model that considers the effects of both the confining matrix and textile was proposed.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Influence of fiber dosage, fiber type, and level of prestressing on the shear behaviour of UHPFRC I-girders

Chandrashekhar Lakavath, S. Suriya Prakash

Summary: This study experimentally investigated the shear behavior of post-tensioned UHPFRC girders, considering factors such as prestress level, fiber volume fraction, and types of steel fibers. The results showed that increasing prestress and fiber dosage could enhance the ultimate load-carrying capacity of the girders, reduce crack angle, and increase shear cracking load.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Computer-aided dynamic structural optimization using an advanced swarm algorithm

Vahid Goodarzimehr, Siamak Talatahari, Saeed Shojaee, Amir H. Gandomi

Summary: In this paper, an Improved Marine Predators Algorithm (IMPA) is proposed for size and shape optimization of truss structures subject to natural frequency constraints. The results indicate that IMPA performs better in solving these nonlinear structural optimization problems compared to other state-of-the-art algorithms.

ENGINEERING STRUCTURES (2024)

Article Engineering, Civil

Computer vision-based 3D coordinate acquisition of surface feature points of building structures

Chun-Xu Qu, Jin-Zhao Jiang, Ting-Hua Yi, Hong-Nan Li

Summary: In this paper, a computer vision-based method is proposed to monitor the deformation and displacement of building structures by obtaining 3D coordinates of surface feature points. The method can acquire a large number of 3D coordinates in a noncontact form, improve the flexibility and density of measurement point layout, and is simple and cost-effective to operate.

ENGINEERING STRUCTURES (2024)