Period Formulas for Concrete Shear Wall Buildings
نویسندگان
چکیده
منابع مشابه
Period Formulas for Concrete Shear
Most seismic codes specify empirical fonnulas to estimate the fundamental vibration period of buildings. Evaluated first in this paper are the fonnulas specified in present U.S. codes using the available data on the fundamental period of buildings "measured" from their motions recorded during eight California e~ quakes, starting with the 1971 San Fernando earthquake and ending w.ith the 1994 N...
متن کاملPeriod Formulas for Moment-resisting Frame Buildings
Most seismic codes specify empirical formulas to estimate the fundamental vibration period of buildings. Evaluated first in this paper are the formulas specified in present US codes using the available data on the fundamental period of buildings “measured” from their motions recorded during eight California earthquakes, starting from the 1971 San Fernando earthquake and ending with the 1994 Nor...
متن کاملConcrete Shear Wall Construction
Buildings with cast-in-situ reinforced concrete shear walls are widespread in many earthquake-prone countries and regions, such as Canada, Chile, Romania, Turkey, Colombia, the republics of the former Soviet Union, etc. This type of construction has been practiced since the 960s in urban regions for mediumto high-rise buildings (4 to 35 stories high). Shear wall buildings are usually regular in...
متن کاملFuture Directions for Reinforced Concrete Wall Buildings in Eurocode 8
The current Eurocode 8 belongs to one of the most advanced international seismic design codes. This leading edge should be maintained in future revisions of the code while the code should become as user friendly as possible. This article makes several proposals in which way the reinforced concrete wall sections in future versions of the Eurocode can be extended in its scope but simplified in it...
متن کاملModelling Issues for Tall Reinforced Concrete Core Wall Buildings
Reinforced concrete walls are commonly used as the primary lateral force-resisting system for tall buildings. As the tools for conducting nonlinear response history analysis have improved and with the advent of performancebased seismic design, reinforced concrete walls and core walls are often employed as the only lateral forceresisting system. Proper modelling of the load versus deformation be...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of Structural Engineering
سال: 1998
ISSN: 0733-9445,1943-541X
DOI: 10.1061/(asce)0733-9445(1998)124:4(426)