Journal of Engineering Mechanics (ASCE) - v. 147, n. 10 (Oktober 2021)

Erschienen:	Oktober 2021

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
He, Tao	Cell-Based Smoothed Finite-Element Framework for Strongly Coupled Non-Newtonian Fluid–Structure Interaction	04021062
Ching, Jianye / Wu, Stephen / Phoon, Kok-Kwang	Constructing Quasi-Site-Specific Multivariate Probability Distribution Using Hierarchical Bayesian Model	04021069
Nannapaneni, Raj Gopal / Nakshatrala, Kalyana Babu / Stefaniuk, Damian / Krakowiak, Konrad J.	Discrete Lattice Modeling of Wave Propagation in Materials with Heterogeneous Microstructures	04021075
Zhou, Xiaoping / Wang, Longfei / Jia, Zhiming	Field-Enriched Finite-Element Method for Simulating Crack Propagation and Coalescence in Geomaterials	04021063
Feng, Changda / Chen, Xinzhong	Inelastic Response of Base-Isolated Tall Buildings under Nonstationary Winds: Response History Analysis and Statistical Linearization Approach	04021067
Imseeh, Wadi H. / Jarrar, Zaher A. / Alshibli, Khalid A.	Influence of Sand Morphology on Interparticle Force and Stress Transmission Using Three-Dimensional Discrete- and Finite-Element Methods	04021081
Huang, Liang / Chen, Cheng / Wang, Jingfeng	Interpretation of Real-Time Hybrid Simulation as Neutral and Retarded Delay Systems for Its Stability Analysis	04021079
Simpson, Thomas / Dervilis, Nikolaos / Chatzi, Eleni	Machine Learning Approach to Model Order Reduction of Nonlinear Systems via Autoencoder and LSTM Networks	04021061
Zou, Yan / Liu, Huabei	Modeling Liquefaction-Induced Large Deformation of Sand Incorporating the Effects of Fabric Anisotropy Evolution	04021072
Wang, Weigang / Yang, Wei / Shi, Wenhai / Li, Chun-Qing	Modeling of Corrosion Pit Growth for Buried Pipeline Considering Spatial and Temporal Variability	04021065
Xu, Longhe / Jiang, Hao / Xie, Xingsi / Li, Zhongxian	Modeling of Disc Spring Self-Centering Energy Dissipation Braces from Inactive State to Design Limit State	04021077
Christensen, Richard M.	Prediction of the Angle of Repose from Materials Failure Theory	04021068
Feng, De-Cheng / Chen, Shi-Zhi / Azadi Kakavand, Mohammad Reza / Taciroglu, Ertugrul	Probabilistic Model Based on Bayesian Model Averaging for Predicting the Plastic Hinge Lengths of Reinforced Concrete Columns	04021066
Masi, Filippo / Stefanou, Ioannis / Maffi-Berthier, Victor	Scaling Laws for Rigid-Body Response of Masonry Structures under Blast Loads	04021078
Bessmertnykh, Alena / Dontsov, Egor / Ballarini, Roberto	Semi-Infinite Hydraulic Fracture Driven by a Sequence of Power-Law Fluids	04021064
Lei, Ying / Li, Xingyu / Huang, Jinshan / Liu, Lijun	Simultaneous Assessment of Damage and Unknown Input for Large Structural Systems by UKF-UI	04021080
Xue, Jing / Kirane, Kedar	Size Effect in Transverse Compressive Strength of Composites Analyzed by the Fixed Crack Model	04021074
Zhao, Xingzhuang	Solution to Vibrations of Double-Beam Systems under General Boundary Conditions	04021073
Ayyad, Mahmoud / Hajj, Muhammad R. / Marsooli, Reza	Spatial Variation in Sensitivity of Hurricane Surge Characteristics to Hurricane Parameters	04021070
Hu, Xiaoqi / Xie, Zhuangning / Zhang, Lele	Time-Domain Method for Correction of Aerodynamic Loads in High-Frequency Force Balance Tests	04021076
Aita, Danila / Sinopoli, Anna	Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis	04021071

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IssueID
59316
Veröffentlicht am:
26.08.2021
Geändert am:
26.08.2021

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Journal of Engineering Mechanics (ASCE) - v. 147, n. 10 (Oktober 2021)

Artikel in dieser Ausgabe

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Journal of Engineering Mechanics (ASCE) - v. 147, n. 10 (Oktober 2021)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.