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 )*AA9   
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the x;b+gIz*  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators 'V1 -iJj9  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, f4;8?  
international building code (IBC). For consistency of presentation the primary reference, including notations UHDI9>G~,  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and H<}Fk9  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the 38.J:?Q  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral X9BBnZ  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender c#-97"_8  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance =D:R'0YH  
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   EQhV}9  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   *w,gi.Y3  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   Qg.:w  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   3^UsyZS)  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   D;n%sRq(Z  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   P&^7wud-sb  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   1iW9?=a"  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   ,
(=]6V  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   F|K4zhK
 
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   ~J{{n_G{  
Factor Design (LRFD).