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 _{O>v\u  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the e4$H&'b|  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators jdP2Pf^^  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, t,Lrfv])  
international building code (IBC). For consistency of presentation the primary reference, including notations udH7}K v  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and OKZV{Gja  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the P
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analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral A|[?#S((]  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender N];NAMp  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance dbLZc$vPj  
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   "k@/3  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   u=sp`%?  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   l)\! .X  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   _[3D  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   o|:b;\)b  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   "sCRdx]_  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   pv&sO~!iC  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   eByz-,{P  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   <lPG=Xt  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   V!=,0zy~Z  
Factor Design (LRFD).