Numerical analyses for seismic retrofit design Lions Gate Bridge, Vancouver, British Columbia

Author(s):  
E. Naesgaard ◽  
M. Uthayakumar
2010 ◽  
Vol 66 (1) ◽  
pp. 31-36
Author(s):  
Yasumiki YAMAMOTO ◽  
Hisamitsu HANNO ◽  
Yozo FUJINO ◽  
Masaaki YABE

1989 ◽  
Vol 5 (3) ◽  
pp. 557-569
Author(s):  
T. W. Perbix ◽  
P. Burke

By examining seismic retrofit experience with three buildings in Seattle, important practical issues regarding the underlying economic, political, and social conflicts are explored. The philosophy of seismic retrofit and its resulting consequences for life safety, building usefulness both before and after seismic events, and the economic consequences of retrofit are examined in light of the professional and regulatory atmosphere. While a great deal of information is generated nationally in the field of seismic retrofit, its assimilation by the practising professional and regulatory official is incomplete and uncoordinated. The work proposes, therefore, a seismic retrofit design philosophy for discussion and possible use as a premise for development of codes. The proposed philosophy coordinates the economic, social, and life safety aspects of seismic retrofit in a way that meets the needs of designers and regulators who are currently forced to make social policy in their everyday design interactions.


2006 ◽  
Vol 62 (4) ◽  
pp. 909-914
Author(s):  
Kazuo KOMORI ◽  
Hiroshi KIKKAWA ◽  
Naoyuki ODAGIRI ◽  
Takuo KINOSHITA ◽  
Takao MIZOGUCHI ◽  
...  

Ports '01 ◽  
2001 ◽  
Author(s):  
D. Oyenuga ◽  
S. Abe ◽  
H. Sedarat ◽  
A. Krimotat ◽  
S. Salah-Mars ◽  
...  

Author(s):  
Susumu Fukunaga

In original seismic design of the Seto-Ohashi Bridges, an inland near-field earthquake was not considered. And there is concern that large-scale earthquakes would occur in the near future. Therefore seismic retrofit for truss bridges of the Seto-Ohashi Bridges has started. In the seismic retrofit design for the truss bridges, it was decided that seismic response of overall bridge was reduced firstly and the truss members were strengthened by additional stiffeners secondly. The stiffeners were attached to the truss members by bolting, because it was difficult to ensure quality of field welding. As inner surface of the closed box-section truss members has no coating, drilling bolt holes in the members was thought to increase the probability of corrosion of the members. Therefore it was decided to apply airtightness measures for the inside of the closed box-section members after their drying.


2020 ◽  
Vol 29 (6) ◽  
Author(s):  
Jianze Wang ◽  
Kaoshan Dai ◽  
Bowei Li ◽  
Bo Li ◽  
Yang Liu ◽  
...  

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