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
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seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the 1uZ[Ewl]  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators _Db=I3.HJ  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, -=iGl5P?  
international building code (IBC). For consistency of presentation the primary reference, including notations N:GSfM@g  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and y >r7(qg  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the BAG) -  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral n$ $^(-g@)  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender hEi]-N\X  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance j5,1`7\7B  
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   D,q=?~  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   #[0:5$-[  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   1{+x >Pv:  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   t\~lGG-p  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   Mx<z34(T  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   Go~bQ2*'(/  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   @)s;u}H  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   BC*vG=a  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   Xou1X$$z  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   _nu,ks+  
Factor Design (LRFD).