Article
Engineering, Geological
Gerard J. O'Reilly
Summary: This study explores the efficient assessment of simple bridge structures characteristic of the European context by examining different seismic intensity measures (IMs) such as Sa(T), peak ground velocity (PGV), and average spectral acceleration (AvgSa). The results show that peak ground acceleration (PGA) and peak ground velocity (PGV) are inefficient IMs compared to other IMs of similar complexity, especially at serviceability limit states, for the bridge structures evaluated. Meanwhile, AvgSa, which is based on a simple combination of Sa(T) values across a range of periods, exhibits very good predictive power and robustness in terms of risk estimates for structural response across all ranges.
BULLETIN OF EARTHQUAKE ENGINEERING
(2021)
Article
Construction & Building Technology
Benbo Sun, Weiying Liu, Mingjiang Deng, Sherong Zhang, Chao Wang, Jinjun Guo, Juan Wang, Jianyou Wang
Summary: By integrating multiple earthquake intensity measures using the partial least squares methodology, a compound intensity measure is proposed to improve the reliability of seismic fragility analysis for cross-fault hydraulic tunnels. This method provides a more reasonable estimation of structural damage probability.
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
(2023)
Article
Computer Science, Interdisciplinary Applications
Muhammad Irslan Khalid, Duhee Park, Jianbo Fei, Van-Quang Nguyen, Duy-Duan Nguyen, Xiangsheng Chen
Summary: This study examines the importance of intensity measure (IM) selection in developing probabilistic seismic demand models for concrete face rockfill dams (CFRDs) subjected to earthquakes. Nonlinear dynamic analyses and centrifuge model tests are conducted to establish a database of earthquake-induced dam crest settlements and validate the numerical model. A selection process is carried out based on goodness of fit and practicality to identify optimal IMs. Vector fragility surfaces are found to provide more accurate predictions of dam damage compared to scalar fragility curves commonly used.
COMPUTERS AND GEOTECHNICS
(2023)
Article
Engineering, Geological
Masahiro Shinoda, Susumu Nakajima, Kenji Watanabe, Susumu Nakamura, Ikumasa Yoshida, Yoshihisa Miyata
Summary: This study proposes a practical equation for estimating the fragility of Japanese standard railway embankments using peak ground acceleration, peak ground velocity, and Arias intensity. The sensitivity analysis shows that different seismic intensities result in different fragility curves. The study also highlights the importance of checking the sensitivity of the seismic database when developing fragility curves for railway embankments.
SOILS AND FOUNDATIONS
(2022)
Article
Engineering, Geological
Si-Qi Li
Summary: Seismic intensity measures are important parameters for assessing and predicting the seismic risk and vulnerability of engineering structures. This paper proposes an improved calculation model and an updated vulnerability database to assess seismic risk, which is validated using field survey data from the Jiuzhaigou earthquake.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
(2024)
Article
Chemistry, Multidisciplinary
Kosmas E. Bantilas, Ioannis E. Kavvadias, Magdalini Tyrtaiou, Anaxagoras Elenas
Summary: The seismic behavior of typical rocking viaducts was evaluated in this study, and the performance of 12 novel HHT-based intensity measures (IMs) in describing this behavior was assessed and compared with 26 conventional IMs. Bivariate IMs and seismic fragilities were also considered, and the seismic response was classified using discriminant analysis for a reliable and rapid estimation of the maximum seismic demand.
APPLIED SCIENCES-BASEL
(2023)
Article
Construction & Building Technology
Si-Qi Li, Paolo Gardoni
Summary: In this study, the impact of multidirectional earthquake sequences was comprehensively considered, and the instrument intensity calculation model was updated. A quantitative method considering hybrid intensity measures was proposed to assess the vulnerability of building clusters. The vulnerability model of typical building clusters was developed based on the hybrid intensity measures using risk analysis, reliability, Bayesian, and probabilist methods. The prediction models for the seismic vulnerability of buildings were updated using a field inspection database of 57 typical destructive earthquakes in Yunnan, China.
JOURNAL OF BUILDING ENGINEERING
(2023)
Article
Geosciences, Multidisciplinary
Hongqiang Hu, Yangjuan Bao
Summary: Seismic fragility analysis is essential for assessing slope performance and landslide risk. This study determined the optimal earthquake intensity measure for seismic fragility analysis of slopes through evaluating different engineering demand parameters. The results showed that the optimal intensity measure varied depending on the selected demand parameter, highlighting the importance of considering different parameters in slope analysis.
Article
Engineering, Civil
Panpan Zhang, Lei Zhang, Zhen Zhang
Summary: In this study, three-dimensional finite element analyses were conducted to comprehensively examine the performance of clay-pile-pier system under earthquake shaking. The results showed that peak pile-cap acceleration is the optimal intensity measure for evaluating the seismic response of the pier, while peak pile-cap velocity is the optimal intensity measure for evaluating the seismic response of the pile. Furthermore, seismic fragility analyses revealed that the pile is more vulnerable to seismic damage and its failure probabilities decrease with the increase of pile flexural rigidity.
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION
(2023)
Article
Construction & Building Technology
Hoang D. Nguyen, Myoungsu Shin, James M. LaFave
Summary: Selecting the optimal ground motion intensity measure (IM) is crucial for the earthquake fragility analysis of building structures. This study proposes the optimal IMs for structural steel moment frames in probabilistic seismic demand models (PSDMs). The results show that velocity-related parameters such as Housner intensity (HI) and peak ground velocity (PGV), as well as spectral pseudo-acceleration at the first natural period (PSa(T1)), tend to be the optimal IMs for steel moment frames. Peak ground acceleration, widely used as an IM, was found to be unsuitable for the investigated steel frames.
JOURNAL OF BUILDING ENGINEERING
(2023)
Article
Engineering, Civil
Mahdi Heshmati, Vahid Jahangiri
Summary: The study investigates the use of various IMs to assess the seismic response of steel diagrid systems, identifies the most appropriate IMs for far-field earthquake conditions, and obtains collapse fragility curves and drift hazard curves based on different IMs. It was found that the proposed IMs reduce uncertainty in fragility curves and that seismic IM significantly affects the structural response hazard of steel diagrid systems.
ENGINEERING STRUCTURES
(2021)
Article
Engineering, Geological
Yong Wang, Zhi Zheng, Duofa Ji, Xiaolan Pan, Aonan Tian
Summary: A novel machine learning framework is applied to map intensity measures to seismic engineering demand parameters. It is an efficient and accurate approach for establishing a probabilistic seismic demand model for nuclear power plants. The impact of the optimal intensity measure set on prediction performance is further discussed.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
(2023)
Article
Engineering, Geological
Yexiang Yan, Ye Xia, Jipeng Yang, Limin Sun
Summary: This paper proposes a new procedure for performance evaluation of intensity measure (IM) based on Gaussian Process Regression (GPR), which can handle linear or nonlinear demand-IM relationships, as well as scalar or vector-valued IM. Two novel criteria, G-Precision and G-Sufficiency, have been developed to present the prediction accuracy and sufficiency of IM, combined with the concept of generalization performance in machine learning to update existing metrics. The proposed method also includes a practical algorithm called Sequential Floating Feature Selection (SFFS) to automatically find the optimal vector-valued IM.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
(2022)
Article
Engineering, Geological
Zefan Chen, Xinmao Sun, De-Cheng Feng, Gang Wu
Summary: This study conducted a comprehensive analysis to identify the optimal vector-valued intensity measure (vIM) for the fragility assessment of self-centering prestressed reinforced concrete (SCP-RC) structures. The results indicate that (PGV, I(N)p/PGV) is the most suitable vIM for accurately quantifying the fragility of SCP-RC structures. The seismic fragility surface is more efficient than fragility curve in estimating the seismic performance of SCP-RC structures.
BULLETIN OF EARTHQUAKE ENGINEERING
(2023)
Article
Engineering, Civil
Pouria Kourehpaz, Carlos Molina Hutt, David Lallemant
Summary: This study explores the benefits of using bivariate and multivariate fragility functions to estimate earthquake-induced damage and economic loss in high-rise buildings. The results show that bivariate fragility functions improve damage prediction success by 16%, and multivariate fragility functions by 24% compared to conventional univariate functions. Multivariate functions can also reduce the misclassification of collapse instances.
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
(2023)
Article
Construction & Building Technology
Xinzhe Yuan, Ruiqi Li, Jian'guo Wang, Wancheng Yuan
STEEL AND COMPOSITE STRUCTURES
(2016)
Article
Engineering, Civil
Ruiqi Li, Xinzhe Yuan, Wancheng Yuan, Xinzhi Dang, Guoyu Shen
STRUCTURAL ENGINEERING AND MECHANICS
(2016)
Article
Chemistry, Multidisciplinary
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
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
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.
Article
Engineering, Civil
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.
Article
Construction & Building Technology
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)