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 $O8V!R*  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the v!xrUyN~m  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators }0RFo96)v  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, PEIr-qs%D  
international building code (IBC). For consistency of presentation the primary reference, including notations rg}kxvu  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and )}!'VIe^!  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the .*blM1+6i/  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral f4_G[?9,  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender *Rh .s!@4  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance '=.Uz3D'0  
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   >/kG5]zxY  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   kdPm # $-  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   ,<r3Z$G  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   c$:=d4t5$  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   .r%|RWs6W  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   Nw&}qSN  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   :gaeb8`t  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   |0R%!v(,  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   
aq/Y}s?  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   ~.`r(  
Factor Design (LRFD).