Journal of Engineering Mechanics (ASCE) - v. 149, n. 1 (Januar 2023)

Erschienen:	Januar 2023

Autor(en)	Titel	Seite(n)
Bui, Hai-Le / Tran, Ngoc-An / Cao, Huong Quoc	Active Control Based on Hedge-Algebras Theory of Seismic-Excited Buildings with Upgraded Tuned Liquid Column Damper
Xu, Yifei / Cao, Zhigang / Yuan, Zonghao / Cai, Yuanqiang / Alves Costa, Pedro	Analytical Research on the Mitigation of Structure-Borne Vibrations from Subways Using Locally Resonant Periodic Foundations
Qin, Aifang / Gong, Jiaming / Li, Tianyi	Analytical Solution for Consolidation of Composite Column–Reinforced Ground in Unsaturated Soils Including Smear Effect and Time-Varying Loading
Gao, Xiaoyuan / Tang, Wenyong	Approach on Centroid Angle–Based Reverse Motion for Hexahedral Mesh of Vector Form Intrinsic Finite Element
Ye, Zhiwei / Chen, Ming	Characteristics of Peak Load on a Borehole Wall in Water-Coupling Blasting
Wang, Zhen / Yi, Ting-Hua / Yang, Dong-Hui / Li, Hong-Nan	Data-Driven Modal Equivalent Standardization for Early Damage Detection in Bridge Structural Health Monitoring
Wang, Zhen / Yi, Ting-Hua / Yang, Dong-Hui / Li, Hong-Nan	Data-Driven Modal Equivalent Standardization for Early Damage Detection in Bridge Structural Health Monitoring
Schwaighofer, Michael / Königsberger, Markus / Pichler, Bernhard L. A.	Effect of Hydrate Failure in ITZs on the Initiation of Prepeak Nonlinearities of Concrete under Multiaxial Compression
Gonçalves, Rodrigo / Martins, André Dias / Camotim, Dinar	Elastic Bifurcation, Postbuckling Behavior, and Collapse of Thin-Walled Regular Polygonal Columns
Bröse, Carsten / Sideris, Stergios-Alexandros / Tsakmakis, Charalampos / Üngör, Özer	Equivalent Formulations of Euler–Bernoulli Beam Theory for a Simple Gradient Elasticity Law
Liu, He / Zhong, Hongzhi	Evaluation of Coefficients of Mode III Crack-Tip Asymptotic Fields Using Weak Form Quadrature Elements
Andrade, Jose E. / Rosakis, Ares J. / Conte, Joel P. / Restrepo, José I. / Gabuchian, Vahe / Harmon, John M. / Rodriguez, Andres / Nema, Arpit / Pedretti, Andrea R.	A Framework to Assess the Seismic Performance of Multiblock Tower Structures as Gravity Energy Storage Systems
Zhang, Xuan-Yi / Lu, Zhao-Hui / Zhao, Yan-Gang	The GCO Method for Time-Dependent Structural Reliability Assessment
Li, Qiang-Qiang / Xu, Zhao-Dong / Dong, Yao-Rong / He, Zhen-Hua / He, Jia-Xuan / Yan, Xiao	Hyperelastic Hybrid Molecular Chain Model of Thermal-Oxidative Aging Viscoelastic Damping Materials Based on Physical–Chemical Process
Sen, Sumit / Kundu, Snehasis / Absi, Rafik / Ghoshal, Koeli	A Model for Coupled Fluid Velocity and Suspended Sediment Concentration in an Unsteady Stratified Turbulent Flow through an Open Channel
Wang, Xi / Chen, Gang / Feng, Ruoqiang	Multisize Discrete Solid-Element Method for Continua
Ji, Xiaowen	Multivariate Extreme Wind Loads: Copula-Based Analysis
Martino, Román Gustavo / Aguirre, María Alejandra / Piva, Marcelo Fabián	Spatial Variability in the Motion of a Rolling Bead due to a Step in Bed Roughness
Li, Jian / Jin, Liu / Du, Xiuli	Static–Dynamic Universal Strength Criterion for Concrete Material
Pang, Rui / Zhou, Yang / Chen, Guohai / Jing, Mingyuan / Yang, Dixiong	Stochastic Mainshock–Aftershock Simulation and Its Applications in Dynamic Reliability of Structural Systems via DPIM
Shirazizadeh, Shabnam / Veiskarami, Mehdi / Ghabezloo, Siavash	A Study on the Initiation of Discontinuities in Hypoplastic Granular Materials for Some Simple Motion Fields in Classical Continua
Tian, Yongding / Zhang, Jian / Cai, Dexu	Uncertainty Quantification and Error Propagation Principle of Structural Flexibility with Time-Varying Dynamic Properties
Mavromatis, Ilias G. / Psaros, Apostolos F. / Kougioumtzoglou, Ioannis A.	A Wiener Path Integral Formalism for Treating Nonlinear Systems with Non-Markovian Response Processes

Autor(en)

Titel

Seite(n)

Bui, Hai-Le / Tran, Ngoc-An / Cao, Huong Quoc

Active Control Based on Hedge-Algebras Theory of Seismic-Excited Buildings with Upgraded Tuned Liquid Column Damper

Xu, Yifei / Cao, Zhigang / Yuan, Zonghao / Cai, Yuanqiang / Alves Costa, Pedro

Analytical Research on the Mitigation of Structure-Borne Vibrations from Subways Using Locally Resonant Periodic Foundations

Qin, Aifang / Gong, Jiaming / Li, Tianyi

Analytical Solution for Consolidation of Composite Column–Reinforced Ground in Unsaturated Soils Including Smear Effect and Time-Varying Loading

Gao, Xiaoyuan / Tang, Wenyong

Approach on Centroid Angle–Based Reverse Motion for Hexahedral Mesh of Vector Form Intrinsic Finite Element

Ye, Zhiwei / Chen, Ming

Characteristics of Peak Load on a Borehole Wall in Water-Coupling Blasting

Wang, Zhen / Yi, Ting-Hua / Yang, Dong-Hui / Li, Hong-Nan

Data-Driven Modal Equivalent Standardization for Early Damage Detection in Bridge Structural Health Monitoring

Wang, Zhen / Yi, Ting-Hua / Yang, Dong-Hui / Li, Hong-Nan

Data-Driven Modal Equivalent Standardization for Early Damage Detection in Bridge Structural Health Monitoring

Schwaighofer, Michael / Königsberger, Markus / Pichler, Bernhard L. A.

Effect of Hydrate Failure in ITZs on the Initiation of Prepeak Nonlinearities of Concrete under Multiaxial Compression

Gonçalves, Rodrigo / Martins, André Dias / Camotim, Dinar

Elastic Bifurcation, Postbuckling Behavior, and Collapse of Thin-Walled Regular Polygonal Columns

Bröse, Carsten / Sideris, Stergios-Alexandros / Tsakmakis, Charalampos / Üngör, Özer

Equivalent Formulations of Euler–Bernoulli Beam Theory for a Simple Gradient Elasticity Law

Liu, He / Zhong, Hongzhi

Evaluation of Coefficients of Mode III Crack-Tip Asymptotic Fields Using Weak Form Quadrature Elements

Andrade, Jose E. / Rosakis, Ares J. / Conte, Joel P. / Restrepo, José I. / Gabuchian, Vahe / Harmon, John M. / Rodriguez, Andres / Nema, Arpit / Pedretti, Andrea R.

A Framework to Assess the Seismic Performance of Multiblock Tower Structures as Gravity Energy Storage Systems

Zhang, Xuan-Yi / Lu, Zhao-Hui / Zhao, Yan-Gang

The GCO Method for Time-Dependent Structural Reliability Assessment

Li, Qiang-Qiang / Xu, Zhao-Dong / Dong, Yao-Rong / He, Zhen-Hua / He, Jia-Xuan / Yan, Xiao

Hyperelastic Hybrid Molecular Chain Model of Thermal-Oxidative Aging Viscoelastic Damping Materials Based on Physical–Chemical Process

Sen, Sumit / Kundu, Snehasis / Absi, Rafik / Ghoshal, Koeli

A Model for Coupled Fluid Velocity and Suspended Sediment Concentration in an Unsteady Stratified Turbulent Flow through an Open Channel

Wang, Xi / Chen, Gang / Feng, Ruoqiang

Multisize Discrete Solid-Element Method for Continua

Ji, Xiaowen

Multivariate Extreme Wind Loads: Copula-Based Analysis

Martino, Román Gustavo / Aguirre, María Alejandra / Piva, Marcelo Fabián

Spatial Variability in the Motion of a Rolling Bead due to a Step in Bed Roughness

Li, Jian / Jin, Liu / Du, Xiuli

Static–Dynamic Universal Strength Criterion for Concrete Material

Pang, Rui / Zhou, Yang / Chen, Guohai / Jing, Mingyuan / Yang, Dixiong

Stochastic Mainshock–Aftershock Simulation and Its Applications in Dynamic Reliability of Structural Systems via DPIM

Shirazizadeh, Shabnam / Veiskarami, Mehdi / Ghabezloo, Siavash

A Study on the Initiation of Discontinuities in Hypoplastic Granular Materials for Some Simple Motion Fields in Classical Continua

Tian, Yongding / Zhang, Jian / Cai, Dexu

Uncertainty Quantification and Error Propagation Principle of Structural Flexibility with Time-Varying Dynamic Properties

Mavromatis, Ilias G. / Psaros, Apostolos F. / Kougioumtzoglou, Ioannis A.

A Wiener Path Integral Formalism for Treating Nonlinear Systems with Non-Markovian Response Processes

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Journal of Engineering Mechanics (ASCE) - v. 149, n. 1 (Januar 2023)

Artikel in dieser Ausgabe

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Journal of Engineering Mechanics (ASCE) - v. 149, n. 1 (Januar 2023)

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.