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 tlxjs]{0E  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the !J?=nSu  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ]}Hv,a   
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ^d$e^cU  
international building code (IBC). For consistency of presentation the primary reference, including notations U &k3  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and ?}Ptb&Vk(  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the o?hw2-mH  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral VKfHN_m*  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender /ykxVCvAt  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance A)a+LW'=u  
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   y5 +&P  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   Jrl xa3 [  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   J#nEGl|a  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   SjU6+|l  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   y['icGU6  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   |9JYg7<  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   LRgk9*@,  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   $nN$"  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   L2tmo-]nw  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   sIM`Q%  
Factor Design (LRFD).