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 txX>zR*)  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the EW`WFBjj  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators qn}VW0!  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, [I<J6=  
international building code (IBC). For consistency of presentation the primary reference, including notations >dwWqcP  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Lso%1M  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the A4KkX  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral cqm:[0Xf5>  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender 3mg:9]X9  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance + kF%>F]  
Factor Design (LRFD).

 

     

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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   =NWzsRl,  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   6=*n$l#}  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   ;qcOcm%  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   !wZIXpeL  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   eQMa9_  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   /03?(n= 3  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   Lzx/9PPYn  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   Pj5:=d8z(  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   8?w#=@s  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   <S12=<c?'  
Factor Design (LRFD).