Development of a cast modular connector for seismic-resistant steel moment frames - Part 2: Experimental verification

被引：0
作者：
Sumer, Ali [1 ]
Fleischman, Robert B. [1 ]
Palmer, Nathan J. [2 ]
机构：
[1] Univ Arizona, Dept Civil & Engn Mech, Tucson, AZ 85721 USA
[2] Parsons Brinckerhoff Quade & Douglas Inc, Tempe, AZ USA
来源：
ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC | 2007年 / 44卷 / 03期
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
引用
收藏
页码：213 / 229
页数：17
相关论文
共 50 条
[41]   Experimental study on seismic performance of an innovative modular steel building connection with cross-shaped plug-in connector [J].
Ma, Hongwei ;
Huang, Ziming ;
Xiong, Wei ;
Zhang, Tao ;
Zhu, Jinyi ;
Song, Xiongbin ;
He, Zhongyi ;
Ling, Yuhong ;
Huang, Guoqing .
JOURNAL OF BUILDING ENGINEERING, 2025, 107
[42]   Cast Steel Yielding Brace System for Concentrically Braced Frames: Concept Development and Experimental Validations [J].
Gray, Michael G. ;
Christopoulos, Constantin ;
Packer, Jeffrey A. .
JOURNAL OF STRUCTURAL ENGINEERING, 2014, 140 (04)
[43]   Large-Scale Experimental Validation of Optimized Cast Steel Replaceable Modular Yielding Links for Eccentrically Braced Frames [J].
Mortazavi, Pedram ;
Lee, Eden ;
Binder, Justin ;
Kwon, Oh-Sung ;
Christopoulos, Constantin .
JOURNAL OF STRUCTURAL ENGINEERING, 2023, 149 (07)
[44]   State-of-the-art review of seismic design of steel moment resisting frames - Part I: General considerations and stability provisions [J].
Paul, Sudip ;
Murty, C.V.R. ;
Jain, Sudhir K. .
Journal of Structural Engineering (Madras), 2000, 27 (01) :23-32
[45]   Numerical vs. experimental results on a PTED beam-to-column connection for seismic resistant steel frames [J].
Esposto, M. ;
Faggiano, B. ;
Mazzolani, F. M. .
STESSA 2006, 2006, :299-304
[46]   Experimental and numerical investigation of axial load effects on the seismic behavior of steel moment-resisting frames and buckling-restrained knee-braced frames [J].
TahamouliRoudsari M. ;
Torkaman M. ;
Soroush F. .
Asian Journal of Civil Engineering, 2020, 21 (3) :449-461
[47]   Fuzzy Logic-Based Fragility Curve Development for Steel Moment-Resisting Frames Considering Uncertainties in Seismic Response [J].
Jough, Fooad Karimi Ghaleh .
JOURNAL OF EARTHQUAKE AND TSUNAMI, 2024, 18 (05)
[48]   Experimental full-scale tests on steel portal frames for development of diaphragm action - Part I experimental results [J].
Lendvai, Anita ;
Joo, Attila Laszlo ;
Dunai, Laszlo .
THIN-WALLED STRUCTURES, 2018, 132 :729-739
[49]   Experimental and Numerical Investigation of the Effect of a New Type of Channel Stiffener on the Seismic Behavior of Steel Shear Wall Incorporated Moment Resisting Frames [J].
TahamouliRoudsari, M. ;
Torkaman, M. ;
Shirkhani, L. ;
Nasimi, M. R. ;
Mirzaei, M. .
INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2019, 19 (06) :1785-1800
[50]   Experimental and Numerical Investigation of the Effect of a New Type of Channel Stiffener on the Seismic Behavior of Steel Shear Wall Incorporated Moment Resisting Frames [J].
M. TahamouliRoudsari ;
M. Torkaman ;
L. Shirkhani ;
M. R. Nasimi ;
M. Mirzaei .
International Journal of Steel Structures, 2019, 19 :1785-1800
12345