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 I Jqv w  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the g&
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provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators {3.*7gnY\L  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, N4A&"1d&  
international building code (IBC). For consistency of presentation the primary reference, including notations 4|FRg  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and  xQX<w\s  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the ^@M[t<  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral 7Nd*,DV_  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender fV*}c`  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance 1 pa*T!  
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   E[)7tr  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   qT4I Y$h  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   _Vdb?  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   |y{;|K  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   *k3 d^9o#  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   tx:rj6-z  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   #JJp:S~`   
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   y)?W-5zL  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   u~/M  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   l%sp[uqcg  
Factor Design (LRFD).