Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Ned M. Cleland"'
Publikováno v:
PCI Journal. 60:37-48
Autor:
Ned M. Cleland, S. K. Ghosh
Publikováno v:
Earthquake Spectra. 28:349-384
The Precast/Prestressed Concrete Institute (PCI) sent an assessment team to Chile, which visited the areas affected by the 27 February 2010 earthquake between 26 and 30 April 2010. This paper reports on the team's observations on the performance of p
Autor:
Soumya K Ghosh, Ned M. Cleland
Publikováno v:
PCI Journal. 57:52-75
On February 10, 2010, Chile was struck by an 8.8-magnitude earthquake, followed by hundreds of aftershocks. This article summarizes findings from a reconnaissance team from the Precast/Prestressed Concrete Institute that visited the region in April 2
Autor:
Ned M. Cleland
Publikováno v:
PCI Journal. 53:55-61
Multistory buildings using large-panel concrete construction have been the subject of considerable interest and research in the past. These systeras combine economical, shallow, hollow-core floor slabs with large precast concrete wall panels to from
Publikováno v:
PCI Journal. 49:66-77
This paper describes three static load tests that were conducted on full-scale pretopped 12DT30 double tees. All specimens were typical production double tees spanning 62 ft (18.9 m) and representing typical units used in parking structures. Design o
Autor:
S. K. Ghosh, Ned M. Cleland
Publikováno v:
PCI Journal. 47:94-99
This article indicates how code-complying untopped precast concrete diaphragms may be designed for buildings assigned to high Seismic Design Categories (D and above) by the International Building Code or the NFPA 5000 Building Code.
Publikováno v:
Scopus-Elsevier
Due to the use of discrete connections, traditional precast and prestressed concrete structures are often susceptible to disproportionate collapse. This perceived weakness discourages the use of precast systems for high-risk facilities such as those
Autor:
Ned M. Cleland, Thomas T. Baber
Publikováno v:
PCI Journal. 31:96-117
he design of ledger beams, commonly used as spandrels in precast concrete structures, may not always be adequate under currently accepted criteria based on the ACI Building Code' and the PCI Design Handbook' due to insufficient accounting for minor a
Autor:
Ned M. Cleland
Publikováno v:
PCI Journal. 34:98-106