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 TTqOAo[-Z  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the Up/1c:<J  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators i*2z7MY  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, <5L!.Ci  
international building code (IBC). For consistency of presentation the primary reference, including notations )rj.WK.  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and u5idH),<  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the f1\x>W4z~\  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral EiT raWV"O  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender
4"7Qz z  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance uomFE(  
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   !p9B
H6$`  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   J4co@=AJ  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   #}jf TM  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   0 TS:o/{(a  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   #b8/gRfS  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   _l/6Qpf  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   h@Hmo^!9J  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   =,?@p{g}  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   o/&:w z  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   xt`znNN  
Factor Design (LRFD).