木结构和砌体的抗震设计 [复制链接]

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 NXX/JJ+w  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the z/,&w_8,:  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators 3X%h?DC  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, L+8{%\UPd  
international building code (IBC). For consistency of presentation the primary reference, including notations E NrcIZ  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and qLV3Y?S!L  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the m "96%sB  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral VWK%6Ye0  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender 89x;~D1  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance $wC'qV *  
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   4,>9N9.?9  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   B$n1k45  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   A'.=SA2.Y  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   F0~<p[9Nx  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   SF`(`h0e  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   CW2)1%1iz  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   [N12X7O3  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty   +w-J;GLSy  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   d&\3}uH  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   a|jZg  
Factor Design (LRFD).