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 2`=jKt  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the YC6T0m  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators e9LX0=  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, MPB[~#:  
international building code (IBC). For consistency of presentation the primary reference, including notations ~` tuPk~l  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and 7b"fpB  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the }1#m+ (;  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral | eBwcC#^  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender Hv;xaT<}V  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance }_+XN"}C  
Factor Design (LRFD).

 

     

碉堡！          

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   (;fJXgj.  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   6J;!p/C8E  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   Pt"K+]Ym  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   dDS{XR  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   *f+s  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   Xqf\}p n  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   uEgR>X>  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   2Bt/co-~4  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   ? 2}%Rb39  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   yi8vD~aA[  
Factor Design (LRFD).