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 @c3xUK  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the ):D"LC  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators iQwQ5m!d &  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, Eah6"j!B8n  
international building code (IBC). For consistency of presentation the primary reference, including notations |"3<\$[  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and kXMp()N8`  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the <>cS@V5j  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral Lx^ eaP5  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender (\9`$  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance V#t_gS  
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   *2X6;~  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   TyxIlI4"  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   VFT@Ic#]  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   E(qYCafC  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   iP/v"g"g  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   wak26W>I3  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   [)H 6`w  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   !\]^c  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   _iwG'a[`  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   NgNGq\!  
Factor Design (LRFD).