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 \z0HHCn'"  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the HVHv,:bPo  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators |0=UZK7%O  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ,n8\y9{
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international building code (IBC). For consistency of presentation the primary reference, including notations Yjjh}R#  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and I6f/+;E  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the (XVBH1p"  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral \/Mx|7<  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender ,oA<xP-*  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance z.SC^/\o|  
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   &k:xr,N=  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   DB/~Z  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   sQJ\{'g  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g    LR97FG  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   EeW ,-I  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   =;rLv7(a  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   YM}a>o  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   DrK]U}3fh"  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   tT}b_r7h(1  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   lPy|>&Yc  
Factor Design (LRFD).