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 )[ QT?;  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the qeDXG  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators (A )f r4  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, }Ug$d>\  
international building code (IBC). For consistency of presentation the primary reference, including notations tdHeZv  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and +~>cAWZq_  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the XXw>h4hl  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral G#Kw6
 
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender NQxx_3*4O  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance j[,XJ,5=  
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   2I3H?Lrx!m  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   /eT9W[a  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   #F6<N]i  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   wy^mh.= UX  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   mE;^B%v
 
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   Lxn-M5RPQ  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   !u:Fn)j
  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   (/^?$~m"  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   7yJE+o'  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   S'`G7ht  
Factor Design (LRFD).