Zobrazeno 1 - 10
of 75
pro vyhledávání: '"Thomas H"'
Publikováno v:
Journal of Structural Engineering. 148
Due to the increasing tendency to construct taller and more slender buildings, the need to address aerodynamic and induced dynamic forces (inertial forces) under both service and strength-l...
Publikováno v:
Journal of Performance of Constructed Facilities. 35
Renovation and maintenance of heritage buildings to establish the cultural credibility of a country is an essential national task. To protect and maintain these structures, study of rehabil...
Publikováno v:
Journal of Structural Engineering. 147
This 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...
Publikováno v:
Journal of Structural Engineering. 147
Performance-based wind design (PBWD) allowing inelastic behavior under extreme wind load has only been recently considered for design of high-rise buildings. Unlike performance-based seismi...
Publikováno v:
Journal of Architectural Engineering. 27
The objective of this study was to investigate load paths in an existing light-frame wood structure with a complex, realistic geometry using computer modeling methods developed by the auth...
Publikováno v:
Journal of Structural Engineering. 146
Although toenailing has been common practice in light-frame residential construction, using toe screws in cross-laminated timber (CLT) shear walls has not been investigated. CLT shear walls...
Publikováno v:
Journal of Structural Engineering. 146
This research investigated the mechanical characteristics of cross-laminated timber (CLT) connections fastened with structural wood screws, also known as self-tapping screws (STS). The CLT ...
Autor:
Thomas H.-K. Kang, Hamidreza Alinejad
Publikováno v:
Journal of Structural Engineering. 146
Wind load is one of the main concerns for engineers in the design of tall buildings. In contrast to seismic demand, the wind load spectrum has more energy at lower frequencies, which is why...
Publikováno v:
Journal of Performance of Constructed Facilities. 33
The Mireuksaji stone pagoda (the only remaining building in Mireuksaji temple) has existed for 1400 years. More than half of the Mireuksaji stone pagoda has collapsed. Due to the historical...
Publikováno v:
Journal of Architectural Engineering. 24