... members.
Lightweight concrete: Structural concrete that has
an air-dry unit weight not exceeding 115 pcf.
Link beam: A component between points of eccentri-
cally connected members in an eccentric ... level defined by MCE maps
which are a combination of mean 2%/50 year probabilis-
tic spectra and 150 % of median deterministic spectra at
a given site.
Maximum displacement: The maximum ear...
... diễn tác động động đất (xây dựng phổ thiết kế, …;
− Giải pháp kết cấu và mô hình tính toán (ở giai đoạn sơ bộ và TKKT);
− Phương pháp phân tích và tính toán kể cả việc tổ hợp dao động và tổ ... tới tính toán
và thiết kế là: Biểu diễn của tác động động đất ; lựa chọn MHTT và phương pháp
phân tích kết cấu (phương pháp phổ phản ứng); cấu tạo và thi công.
2. Đặt vấn đề chun...
... supported on interior steel or concrete frames or interior reinforced masonry walls.
Building Type 15 Unreinforced Masonry Bearing Wall Buildings
URM: These buildings have perimeter bearing walls ... Standard
Chapter 10: Simplified Rehabilitation
FEMA 356 Seismic Rehabilitation Prestandard 10 -15
C10.3.5.4.2 Unblocked Diaphragm
The shear capacity of unblocked diaphragms can be
improved by...
... total committee membership.
When the subclass of Regulators is established, they must compose 5 to 15 percent of the total membership.
Producers include representatives of manufacturers, distributors, ... document prior to issuing it as a
voluntary consensus standard. The Standards
Committee, with over 150 members, has voted to accept
this prestandard as the initial draft for their sta...
... 1988) for the Federal Emergency Management
Agency, Washington, D.C. (FEMA Publication No.
154 ).
FEMA 156 , Typical Costs for Seismic Rehabilitation of
Buildings, Second Edition, Volume 1: Summary, ... Group for the Federal
Emergency Management Agency, Washington, D.C.
(FEMA Publication No. 156 ).
FEMA 157 , Typical Costs for Seismic Rehabilitation of
Buildings, Second Edition, Vol...
...
Equations (3-5), (3-6), (3-10), (3 -15) ,
(3-19)
C
3
Modification factor to represent increased
displacements due to p-∆ effects, Equa-
tions (3-5), (3-6), (3-10), (3 -15) , (3-17),
(3-19)
C
b
Coefficient ... constant velocity region,
Equations (1-8), (1-9), (1-10), (1-11),
(1-12), (1-13), (3-10), (3 -15)
T
ss
Secant fundamental period of a rehabili-
tated building calculated using Equ...