Zobrazeno 1 - 10
of 81
pro vyhledávání: '"Shih Ho Chao"'
Autor:
KyoungSub Park, Shih-Ho Chao
Publikováno v:
Journal of Constructional Steel Research. 199:107606
Publikováno v:
Journal of Structural Engineering. 147
The number of studies on ultrahigh-performance concrete (UHPC) or ultrahigh-performance fiber-reinforced concrete (UHP-FRC) for more resilient and sustainable reinforced concrete (RC) struc...
The main objective of this project is to study and develop hybrid models of BWIM physics-based models incorporates with SHM inspection used by artificial intelligence (AI) techniques to predict structural damage. This study presents a comprehensive a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d07da17245f19826deef80d34151541b
Autor:
Almasabha, Ghassan, Shih-Ho Chao
Publikováno v:
ACI Structural Journal; Jan/Feb2023, Vol. 120 Issue 1, p253-268, 16p
Publikováno v:
Journal of Structural Engineering. 147
Hollow structural sections (HSSs) are highly efficient in resisting compression, torsion, and bending. Their high torsional rigidity generally eliminates lateral-torsional buckling (LTB), w...
Autor:
Arturo E. Schultz, Shih Ho Chao, Alireza Nojavan, M. Shamshiri, Xuejian Liu, Guillaume Palacios
Publikováno v:
ACI Structural Journal. 118
Autor:
Shih Ho Chao, Youngjae Choi
Publikováno v:
ACI Structural Journal. 117
Publikováno v:
Journal of Structural Engineering. 146
The US design code provisions for steel special truss moment frames (STMFs) were formulated based on research work carried out in the 1990s with double-angle sections as truss members. To p...
Publikováno v:
Energy and Buildings. 174:262-275
Majority of building energy consumption is used to heat and cool enclosed spaces. An innovative ultra-high-performance fiber-reinforced concrete (UHP-FRC) facade system could potentially reduce this energy consumption by utilizing UHP-FRC's high stru
Publikováno v:
Engineering Structures. 134:48-60
Seven full-scale reinforced concrete (RC) columns were tested at the Multi-Axial Subassemblage Testing (MAST) Laboratory of the University of Minnesota to investigate their performance under extreme seismic events. The specimens were designed accordi