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 4hNwKe"Ki  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the )H+h;U  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators 4I.1D2 1jA  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, 9[f%;WaS  
international building code (IBC). For consistency of presentation the primary reference, including notations 9UmBm#"  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and +wts 7,3  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the z_)`g`($  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral {h^c  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender
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walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance 5vGioO  
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   R!@|6=]iG  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   h4tC. i~k  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   Wx}M1&d/J  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   ^p$1D  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   O+p]3u  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   5/t
j  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   xLe =d|6  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   qZXyi'(d  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   jYrym-  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   cES;bwQ  
Factor Design (LRFD).