Journal of Structural Engineering (ASCE) - v. 148, n. 12 (Dezember 2022)

Erschienen:	Dezember 2022

Autor(en)	Titel	Seite(n)
Ioannou, Orestis / Hadjioannou, Michalis / Gantes, Charis J.	A 2DOF Method to Study the Influence of Cladding Characteristics on the Response of the Supporting Structure under Blast Loading
Kostic, Svetlana M. / Filippou, Filip C.	An Adaptive Fiber Section Discretization Scheme for Nonlinear Frame Analysis
Kostic, Svetlana M. / Filippou, Filip C.	An Adaptive Fiber Section Discretization Scheme for Nonlinear Frame Analysis
Cai, Kang / Huang, Mingfeng / Xu, Haiwei / Kareem, Ahsan	Analysis of Nonstationary Typhoon Winds Based on Optimal Time-Varying Mean Wind Speed
Mohammadi Nia, Majid / Moradi, Saber	Artificial Neural Network–Based Predictive Tool for Modeling of Self-Centering Endplate Connections with SMA Bolts
Farahi, Mojtaba / Heidarpour, Amin / Lignos, Dimitrios G. / Zhao, Xiao-Ling / Al-Mahaidi, Riadh S.	Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes
Alrawashdeh, Hatem / Stathopoulos, Ted	Experimental Investigation of the Wind Loading on Solar Panels: Effects of Clearance off Flat Roofs
Alrawashdeh, Hatem / Stathopoulos, Ted	Experimental Investigation of the Wind Loading on Solar Panels: Effects of Clearance off Flat Roofs
Sajedi, Seyedomid / Liang, Xiao	Filter Banks and Hybrid Deep Learning Architectures for Performance-Based Seismic Assessments of Bridges
Lewis, Nicolette S. / Lehman, Dawn E. / Motley, Michael R. / Arduino, Pedro / Roeder, Charles W. / Pyke, Christopher N. / Sullivan, Kenneth P.	Integrated Study of Existing Tsunami Design Standards
Zhang, Ning / Gu, Quan / Wu, Yongzhong / Xue, Xin	Refined Peridynamic Modeling of Bond-Slip Behaviors between Ribbed Steel Rebar and Concrete in Pull-Out Tests
Caracoglia, Luca / Padgett, Jamie E. / Venanzi, Ilaria	Risk-Informed and Life-Cycle Analyses of Structures and Infrastructures
Chen, Zongping / Zhou, Ji / Li, Shengxin / Li, Junya / Zhang, Shiqian	Seismic Behavior of 3D Joint between Concrete Encased Steel Cross-Shaped Column and Steel Beam: Experimental Study
Chen, Zongping / Zhou, Ji / Li, Shengxin / Li, Junya / Zhang, Shiqian	Seismic Behavior of 3D Joint between Concrete Encased Steel Cross-Shaped Column and Steel Beam: Experimental Study
Latha, Lakshmi / Ray-Chaudhuri, Samit / Mukhopadhyay, Suparno / Bajpai, Kunwar K.	Seismic Performance Enhancement of Unreinforced Brick Masonry Buildings by Retrofitting with Reinforced Concrete Bands: Full Scale Experiments
Idels, Ohad / Lavan, Oren	Self-Centering Beam Element for Computationally Efficient Dynamic Analysis Using Standard Time Integration Schemes
Bock, Marina / Gupta, Shashank / Hassanein, Mostafa Fahmi / Sheng, Yong	A Slenderness-Based Method for Web Crippling Design of Aluminum Tubular Sections
Bock, Marina / Gupta, Shashank / Hassanein, Mostafa Fahmi / Sheng, Yong	A Slenderness-Based Method for Web Crippling Design of Aluminum Tubular Sections
Singh, Amanpreet / Wang, Xiang / Zhang, Zhidong / Derveni, Fani / Castaneda, Hernan / Peterman, Kara D. / Schafer, Benjamin W. / Hutchinson, Tara C.	Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. I: Impact of Structural Detailing
Singh, Amanpreet / Wang, Xiang / Zhang, Zhidong / Derveni, Fani / Castaneda, Hernan / Peterman, Kara D. / Schafer, Benjamin W. / Hutchinson, Tara C.	Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. II: Impact of Nonstructural Detailing
Gauthier-Turcotte, Étienne / Ménard, Sylvain / Fiset, Mathieu	Strength and Behavior of Spruce Pine Glulam Timber Moment Connections Using Glued-In Steel Rods

Autor(en)

Titel

Seite(n)

Ioannou, Orestis / Hadjioannou, Michalis / Gantes, Charis J.

A 2DOF Method to Study the Influence of Cladding Characteristics on the Response of the Supporting Structure under Blast Loading

Kostic, Svetlana M. / Filippou, Filip C.

An Adaptive Fiber Section Discretization Scheme for Nonlinear Frame Analysis

Kostic, Svetlana M. / Filippou, Filip C.

An Adaptive Fiber Section Discretization Scheme for Nonlinear Frame Analysis

Cai, Kang / Huang, Mingfeng / Xu, Haiwei / Kareem, Ahsan

Analysis of Nonstationary Typhoon Winds Based on Optimal Time-Varying Mean Wind Speed

Mohammadi Nia, Majid / Moradi, Saber

Artificial Neural Network–Based Predictive Tool for Modeling of Self-Centering Endplate Connections with SMA Bolts

Farahi, Mojtaba / Heidarpour, Amin / Lignos, Dimitrios G. / Zhao, Xiao-Ling / Al-Mahaidi, Riadh S.

Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes

Alrawashdeh, Hatem / Stathopoulos, Ted

Experimental Investigation of the Wind Loading on Solar Panels: Effects of Clearance off Flat Roofs

Alrawashdeh, Hatem / Stathopoulos, Ted

Experimental Investigation of the Wind Loading on Solar Panels: Effects of Clearance off Flat Roofs

Sajedi, Seyedomid / Liang, Xiao

Filter Banks and Hybrid Deep Learning Architectures for Performance-Based Seismic Assessments of Bridges

Lewis, Nicolette S. / Lehman, Dawn E. / Motley, Michael R. / Arduino, Pedro / Roeder, Charles W. / Pyke, Christopher N. / Sullivan, Kenneth P.

Integrated Study of Existing Tsunami Design Standards

Zhang, Ning / Gu, Quan / Wu, Yongzhong / Xue, Xin

Refined Peridynamic Modeling of Bond-Slip Behaviors between Ribbed Steel Rebar and Concrete in Pull-Out Tests

Caracoglia, Luca / Padgett, Jamie E. / Venanzi, Ilaria

Risk-Informed and Life-Cycle Analyses of Structures and Infrastructures

Chen, Zongping / Zhou, Ji / Li, Shengxin / Li, Junya / Zhang, Shiqian

Seismic Behavior of 3D Joint between Concrete Encased Steel Cross-Shaped Column and Steel Beam: Experimental Study

Chen, Zongping / Zhou, Ji / Li, Shengxin / Li, Junya / Zhang, Shiqian

Seismic Behavior of 3D Joint between Concrete Encased Steel Cross-Shaped Column and Steel Beam: Experimental Study

Latha, Lakshmi / Ray-Chaudhuri, Samit / Mukhopadhyay, Suparno / Bajpai, Kunwar K.

Seismic Performance Enhancement of Unreinforced Brick Masonry Buildings by Retrofitting with Reinforced Concrete Bands: Full Scale Experiments

Idels, Ohad / Lavan, Oren

Self-Centering Beam Element for Computationally Efficient Dynamic Analysis Using Standard Time Integration Schemes

Bock, Marina / Gupta, Shashank / Hassanein, Mostafa Fahmi / Sheng, Yong

A Slenderness-Based Method for Web Crippling Design of Aluminum Tubular Sections

Bock, Marina / Gupta, Shashank / Hassanein, Mostafa Fahmi / Sheng, Yong

A Slenderness-Based Method for Web Crippling Design of Aluminum Tubular Sections

Singh, Amanpreet / Wang, Xiang / Zhang, Zhidong / Derveni, Fani / Castaneda, Hernan / Peterman, Kara D. / Schafer, Benjamin W. / Hutchinson, Tara C.

Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. I: Impact of Structural Detailing

Singh, Amanpreet / Wang, Xiang / Zhang, Zhidong / Derveni, Fani / Castaneda, Hernan / Peterman, Kara D. / Schafer, Benjamin W. / Hutchinson, Tara C.

Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. II: Impact of Nonstructural Detailing

Gauthier-Turcotte, Étienne / Ménard, Sylvain / Fiset, Mathieu

Strength and Behavior of Spruce Pine Glulam Timber Moment Connections Using Glued-In Steel Rods

Anzeige

Journal of Structural Engineering (ASCE) - v. 148, n. 12 (Dezember 2022)

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

Journal of Structural Engineering (ASCE) - v. 148, n. 12 (Dezember 2022)

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.