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 Adp:O"-H1o  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators 3U9]&7^  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ^B8%Re%  
international building code (IBC). For consistency of presentation the primary reference, including notations $p30?\  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and *Nloa/a&9  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the pRe, B'&  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral /PH+K24v~  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender h~)oiT2v  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance 4vq,W_n.hQ  
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   V|GH4DT=  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   R~OameRR  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   q SR\=:$  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   mLApF5Hy  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   LVNq@,s  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   wG;#L7%  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   1OB,UU"S$  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   )yvI {  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL    PI_MSiYQ  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   zUX%$N+w}>  
Factor Design (LRFD).