Journal of Structural Engineering-asce
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#1Bin Cheng (SJTU: Shanghai Jiao Tong University)H-Index: 9
#2Fenghua Huang (SJTU: Shanghai Jiao Tong University)H-Index: 3
Last. Man-Tai Chen (SJTU: Shanghai Jiao Tong University)H-Index: 16
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AbstractThis paper presents a test campaign concerning the fatigue behavior of the bird-beak square hollow section (SHS) gap K-joints subjected to brace in-plane force. A total of four bird-beak SH...
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#1Mu-Zi Zhao (HIT: Harbin Institute of Technology)H-Index: 3
#2Yuyin Wang (HIT: Harbin Institute of Technology)H-Index: 20
Last. Charles W. Roeder (UW: University of Washington)H-Index: 38
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AbstractThe engineering properties of concrete with recycled aggregates (RAC) can vary more widely than normal aggregate concretes (NAC). Because concrete-filled steel tubes do not rely solely on t...
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#1Srinivas Mogili (NTU: National Taiwan University)
#2Shyh-Jiann Hwang (National Center for Research on Earthquake Engineering)H-Index: 3
AbstractReinforced concrete pile caps are important structural elements transmitting vertical loads from the structure to the ground. The performance of pile caps is complex, with a wide range of s...
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#1Shiran Xu (Tongji University)
#2Peizhen Li (Tongji University)H-Index: 3
Last. Zheng Lu (Tongji University)H-Index: 22
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AbstractTo investigate the performance of self-centering RC frame structures subjected to debris-flow impacts, a series of debris-flow impact tests of a traditional RC frame structure (TF) and a se...
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#1J. F. Marquez (UCSD: University of California, San Diego)
#2Gilberto Mosqueda (UCSD: University of California, San Diego)H-Index: 22
Last. M. K. Kim
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#1Kai Qian (Guilin University of Technology)H-Index: 26
Last. Feng FuH-Index: 18
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Top-and-seat angle connection is a conventional type of steel moment connection. However, its capacity in accommodating columns loss is rarely studied. In this study, five multi-story steel moment sub-frames using top-and-seat angle connection were fabricated and tested to investigate their performance subjected to various column removal scenarios including: (a) a middle column loss; (b) a penultimate column loss; and (c) a corner column loss. Moreover, the effects of the thickness of steel angl...
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#1Sanghee Kim (KGU: Kyonggi University)
#2Hyeon-Jong Hwang (Konkuk University)H-Index: 12
Last. Thomas H.-K. Kang (SNU: Seoul National University)H-Index: 20
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AbstractThis experimental study was conducted to evaluate the impact behavior of relatively rigid projectiles with conical and hemispherical nose shapes on normal to high-strength and ultrahigh per...
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#1Guru Prakash (IITI: Indian Institute of Technology Indore)H-Index: 4
AbstractStructural health monitoring provides a measurement-informed quantitative and systematic framework to better assess the state of fatigue in aging infrastructure. In this paper, a general me...
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AbstractIn the last 2 decades, many ancillary structures have collapsed, with several instances traceable to loose anchor nuts. According to a quality assurance inspection conducted by the Virginia...
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