Evaluation of Photogrammetric Methods for Displacement Measurement During Structural Load Testing by Ante Marendić, Dubravko Gajski, Ivan Duvnjak, Rinaldo Paar

“…This study investigates the potential of photogrammetric methods for determining structural displacements during load testing in real-world conditions where such approaches remain underutilized. …”
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Minimizing the eccentricity between the centers of mass and stiffness of structures with the optimality criterion method in the structural design process by Reza Akbari, Payam Gholbeigi

“…In this research, the optimality criterion method has been employed and the eccentricity between the centers of mass and stiffness of structures has been minimized to reduce the torsional behavior and control the associated lateral displacements. …”
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STRUCTURAL DAMAGE IDENTIFICATION BY SINGULAR VALUE TRUNCATION METHOD by YANG QiuWei, LU Chen, LI CuiHong

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Using Different FEM Formulations in Calculations of Thin-Walled Structures by Mikhail Yu. Klochkov

“…A comparative analysis of the accuracy of finite element solutions of a thin-walled structure in the form of an ellipsoidal shell using displacement-based and mixed FEM is presented. …”
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Design of displacement-based viscous damper damping structures by Shuo Dong, Wen Pan, Liaoyuan Ye, Jingwei Wang

“…Furthermore, the study utilizes the multi-objective optimization method to optimize the distribution parameters of the damping structure, thereby enabling the design of a displacement-based vibration-damping structural configuration for the viscous damper. …”
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Two-Step Unconditionally Stable Noniterative Dissipative Displacement Method for Analysis of Nonlinear Structural Dynamics Problems by Changqing Li, Baoyi Sheng, Zhipeng Lai, Lizhong Jiang, Ping Xiang

“…When solving structural dynamic problems, the displacement algorithm needs only calculating and storing structure’s displacements in the main calculation process, which makes the displacement algorithm have advantages over multivariable algorithms in calculation efficiency and storage requirements. …”
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Continuous Beam Structure Subjected to Synchronous Versus Asynchronous Displacements Solved Using the three Moments Equation Method by Diaconu Adrian-Aurelian

“…The ground motions can be uniform applied to the structure whereas in the mean time they can be considered as asynchronous imposed displacements. …”
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Physics-Based AI-Driven Surrogate Modeling for Structural Displacement Prediction in Mechanical Systems With Limited Sensor Data by Ali Hashemi, Javad Beheshti, Mahdieh Mohammadi

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Benchmarking quantum chemical methods with X-ray structures via structure-specific restraints by Birger Dittrich, Rok Breznikar, Gianluca Santarossa, Pamela Whitfield, Henrik Moebitz

“…Selected quantum mechanical methods are assessed. The evaluation criterion is how well the structures of 22 very low temperature high-quality structures are reproduced. …”
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THE MECHANISM OF VIBRATIONAL MOVEMENT OF TANGENT STRUCTURES IN CLOSED VOLUMES by Anatoliy Kovtun, Volodymyr Tabunenko, Sergiy Nesterenko

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Topometry Optimization of Energy Absorbing Structure through Targeting Force-Displacement Method considering Tailor Rolled Blank Process by Shigen Wang, Weigang An, Tianyu Lin, Xu Han

“…Inspired by topometry optimization, this work proposed a new design approach that mixed of targeting force-displacement (TFD) method and tailor rolled blank (TRB) process for thin-walled energy absorption structures, which has vast applied prospects in the aerospace and automotive industries. …”
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STRUCTURE AND DISPLACEMENT ANALYSIS FOR COMPLIANT PARALLEL ROBERTS MECHANISM AND MICRO-POSITIONING STAGE by HE Lei, JI XiaoMin, YANG XianHai, WANG HongMei

“…Pseudo-rigid-body model of compliant parallel four-bar mechanism and compliant Roberts mechanism was analyzed and the coupling displacement of it was compared qualitatively. Using closed loop vector method,the characteristic point position of Roberts mechanism was determined. …”
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Solution of Internal Forces in Statically Indeterminate Structures Under Localized Distributed Moments by Pengyun Wei, Junhong Hu, Haizhong Man, Shunjun Hong

Subjects: “…displacement method…”
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Bridge Cable Performance Warning Method Based on Temperature and Displacement Monitoring Data by Yan Shi, Yan Wang, Lu-Nan Wang, Wei-Nan Wang, Tao-Yuan Yang

“…This study filtered out dynamic responses by the three-sigma rule, multiple linear regression, interpolation method, and not-a-number calibration. Monitoring data were used to analyze the bridge’s thermal field distribution and the time-dependent variation of tower displacements. …”
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Wind load equivalence method and structural response analysis of large-span space steel structures by Yonggang Chen, Jianming Ceng, Zhiming Yu, Yukai Wang, Li Gong, Tengteng Yang

“…This paper introduces a novel method for calculating static equivalent wind load, considering the transmission relationship between the structural roofs appearance and the internal truss forces. …”
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Analytical and Numerical Investigation of Internal Force Distribution in “Pile-Wall” Structures Based on Finite Difference Method by Huanwei Wei, Pengyue Wang, Xiao Zheng

“…A finite difference equation and computational method are developed to analyze the internal forces and displacements in the system during two key stages: excavation and completion of the basement wall construction. …”
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GaN Low-dimensional Structures by А.F. Dyadenchuk, V.V. Kidalov

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Simplified Conceptual Equation for Soil-Structure Interaction for Simple Structures on Dry Soils Due to Vertical Loads for Practical Purposes by Fawzi Abu Al-Adas, Abdul Razzaq Touqan, Mahmud Dwaikat

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STATIC ВЕHAVIOR ANALYSIS OF COMPOSITE STRUCTURES WITH PIEZOELECTRIC LAYERS by LI ChenChen, LIU YanHong

“…In order to overcome the disadvantage that it is inconvenient to introduce stress boundary conditions when solving the stress of element nodes in displacement finite element method, firstly, according to the generalized minimum potential energyprinciple of piezoelectric materials, a practical 8-node hexahedral nonconforming displacement element is proposed for the static analysis of piezoelectric structures. …”
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1/3 SIMPSON’S RULE FOR ANALYSIS OF STRUCTURE DYNAMIC RESPONSE DUE TO EARTHQUAKE LOAD by Rafki Imani, Rita Nasmirayanti, Deded Eka Sahputra

“…The analysis of this model is correlated with numerical analysis, so it can be completed quickly. The numerical method used in this study is the 1/3 Simpson Integral Method, because this method is suitable for calculating dynamic structural responses such as structural displacement responses. …”
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