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 G],+?E_,  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the TRz~rW k  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ezTu1-m  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, Wm:3_C +j  
international building code (IBC). For consistency of presentation the primary reference, including notations s#w+^Mw$  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and ]i*q*]x2u  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the )hk=wu6  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral wo2^,Y2z+  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender ^vm[`M  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance Ff>Y<7CQ v  
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   U^pe/11)H  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   J=zZGd%  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   8w2+t>?  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   Ce5 }+A}  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   wCmwH=
O  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   &)s A(  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   A1Q]KS@  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty  
!@VmaAT  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   1&jX~'  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   NmB0CbB  
Factor Design (LRFD).