Journal of Structural Engineering (ASCE) - v. 150, n. 6 (Juni 2024)

Erschienen:	Juni 2024

Autor(en)	Titel	Seite(n)
Liu, Tongxu / Charron, Jean-Philippe	Analytical Model for Calculating Shear Capacity of NSC Beams Strengthened by UHPC Lateral Layers
Ye, Huawen / Fen, Zhihao / He, Jianxi / Deng, Jialin	Analytical Solution for Bending Deformation of Steel–Concrete Composite Beams Considering Nonlinear Interfacial Slip
Saglik, Huseyin / Etemadi, Ali / Chen, Airong / Ma, Rujin	Constitutive Model and Mechanical Properties of Grade 8.8 and 10.9 High-Strength Bolts at Elevated Temperatures
Sato, Yuichi / Naganuma, Kazuhiro	Crack Width Analyses of 50-Story Reinforced Concrete Building by Parallelized Discrete-Like Crack Model
Kim, Hyeon-Jin / Park, Mok-in / Park, Hong-Gun / Park, Eun-Sang	Deformation Capacity of Columns with 700 MPa Longitudinal Reinforcement and Hoops
An, Yonghui / Zhou, Guojie / Cui, Ranting / Li, Huihui / Ou, Jinping	Ductile Fracture Prediction Framework of Low Yield Point Steel LYP225 under Monotonic Loading: Experiment and Simulation
Tüfekci, Göktuğ / Soyoz, Serdar	Effect of Horizontal-Vertical Coupling on the Seismic Performance of Unanchored Nonstructural Components in a Triple Friction Pendulum Base-Isolated Building
Gomez, Fernando / Fu, Yuguang / Hoang, Tu / Mechitov, Kirill / Spencer, Billie F.	Estimation of Dynamic Interstory Drift in Buildings Using Wireless Smart Sensors
Zeng, Bowen / Li, Yong	Formulation, Implementation, and Validation of a 3D Damage-Plasticity Cohesive-Interface Model with Multiple Yield Surfaces for Cyclic Modeling of Mortar Joints
Wang, Wei / Xu, Zhaowei / Wang, Yiping / Xu, Xiangyun / Huo, Qing / Song, Xiaodong / Yang, Guangrui	Influence of Explosive Shape on the Response of Steel Plates under Blast Loading
Dou, Chao / Ru, Yi / Jiang, Zi-qin / Wang, Yan	Lateral Resistant Behavior of Grid-Reinforced Steel Corrugated Shear Walls
Wei, Shuli / Wang, Jian / Ou, Jinping	A Novel Assembled Pendulum-Type ATMD for Structural Vibration Control
Di, Jin / Wang, Jie / Han, Yuxuan / Wei, Xiankui / Zhu, Heng / Qin, Fengjiang	Parametric Analysis of the Flexural Bearing Capacity and Ductility of Hybrid Steel I-Section Beams
Williamson, Emily / Pantelides, Chris P. / Blomgren, Hans-Erik / Rammer, Douglas	Seismic Performance of Timber Frames with Timber Buckling-Restrained Braces
Tannert, Thomas / Gerber, Adam / Salenikovich, Alexander	Short-Term, Long-Term, and Vibration Performance of TCC Floors Using Mass-Timber Panels
Tan, Yuqing / Liu, Yanhui / Dang, Ji / Igarashi, Akira / Himeno, Takehiko / Hamada, Yuki	Stress-Softening Behavior of High-Damping Rubber Bearings at Low Temperatures
Tahir, Muhammad Naeem / Hamed, Ehab	Thermomechanical Response of Profiled Metal-Faced Insulating Sandwich Panels: Testing and Analysis
Mallepogu, Nagaraju / Madhavan, Mahendrakumar	Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat

Autor(en)

Titel

Seite(n)

Liu, Tongxu / Charron, Jean-Philippe

Analytical Model for Calculating Shear Capacity of NSC Beams Strengthened by UHPC Lateral Layers

Ye, Huawen / Fen, Zhihao / He, Jianxi / Deng, Jialin

Analytical Solution for Bending Deformation of Steel–Concrete Composite Beams Considering Nonlinear Interfacial Slip

Saglik, Huseyin / Etemadi, Ali / Chen, Airong / Ma, Rujin

Constitutive Model and Mechanical Properties of Grade 8.8 and 10.9 High-Strength Bolts at Elevated Temperatures

Sato, Yuichi / Naganuma, Kazuhiro

Crack Width Analyses of 50-Story Reinforced Concrete Building by Parallelized Discrete-Like Crack Model

Kim, Hyeon-Jin / Park, Mok-in / Park, Hong-Gun / Park, Eun-Sang

Deformation Capacity of Columns with 700 MPa Longitudinal Reinforcement and Hoops

An, Yonghui / Zhou, Guojie / Cui, Ranting / Li, Huihui / Ou, Jinping

Ductile Fracture Prediction Framework of Low Yield Point Steel LYP225 under Monotonic Loading: Experiment and Simulation

Tüfekci, Göktuğ / Soyoz, Serdar

Effect of Horizontal-Vertical Coupling on the Seismic Performance of Unanchored Nonstructural Components in a Triple Friction Pendulum Base-Isolated Building

Gomez, Fernando / Fu, Yuguang / Hoang, Tu / Mechitov, Kirill / Spencer, Billie F.

Estimation of Dynamic Interstory Drift in Buildings Using Wireless Smart Sensors

Zeng, Bowen / Li, Yong

Formulation, Implementation, and Validation of a 3D Damage-Plasticity Cohesive-Interface Model with Multiple Yield Surfaces for Cyclic Modeling of Mortar Joints

Wang, Wei / Xu, Zhaowei / Wang, Yiping / Xu, Xiangyun / Huo, Qing / Song, Xiaodong / Yang, Guangrui

Influence of Explosive Shape on the Response of Steel Plates under Blast Loading

Dou, Chao / Ru, Yi / Jiang, Zi-qin / Wang, Yan

Lateral Resistant Behavior of Grid-Reinforced Steel Corrugated Shear Walls

Wei, Shuli / Wang, Jian / Ou, Jinping

A Novel Assembled Pendulum-Type ATMD for Structural Vibration Control

Di, Jin / Wang, Jie / Han, Yuxuan / Wei, Xiankui / Zhu, Heng / Qin, Fengjiang

Parametric Analysis of the Flexural Bearing Capacity and Ductility of Hybrid Steel I-Section Beams

Williamson, Emily / Pantelides, Chris P. / Blomgren, Hans-Erik / Rammer, Douglas

Seismic Performance of Timber Frames with Timber Buckling-Restrained Braces

Tannert, Thomas / Gerber, Adam / Salenikovich, Alexander

Short-Term, Long-Term, and Vibration Performance of TCC Floors Using Mass-Timber Panels

Tan, Yuqing / Liu, Yanhui / Dang, Ji / Igarashi, Akira / Himeno, Takehiko / Hamada, Yuki

Stress-Softening Behavior of High-Damping Rubber Bearings at Low Temperatures

Tahir, Muhammad Naeem / Hamed, Ehab

Thermomechanical Response of Profiled Metal-Faced Insulating Sandwich Panels: Testing and Analysis

Mallepogu, Nagaraju / Madhavan, Mahendrakumar

Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat

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Journal of Structural Engineering (ASCE) - v. 150, n. 6 (Juni 2024)

Artikel in dieser Ausgabe

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Journal of Structural Engineering (ASCE) - v. 150, n. 6 (Juni 2024)

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.