木结构和砌体的抗震设计 [复制链接]

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Abstract: The purpose of this chapter is to present criteria and example problems of the current state of practice of $$1qF"GF  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the
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provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators F]_cbM{8/  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, >]?H`>4(  
international building code (IBC). For consistency of presentation the primary reference, including notations a$JLc a  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and XsL#;a C  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the s|
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analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral o#D.9K(  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender ( u`W!{1\  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance G
oE 'L  
Factor Design (LRFD).

 

     

碉堡！          

英文版的看不懂。

大家赶快下啊，免费的

Abstract: The purpose of this chapter is to present criteria and example problems of the current state of practice of =A,B'n\R   $2#7D* Rx  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   SpSnoVI  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   s0W2?!>)  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   SUtf[6  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   O#kq^C}  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   /Cr/RG:OX  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   X%{'<
baR  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   Rf"Mr:^  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   W WG /k17  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   e}{U7xQm1  
Factor Design (LRFD).