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 +9C;<
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seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the RG&6FRoq  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators T/NjNEd#  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, MJ\r 4n  
international building code (IBC). For consistency of presentation the primary reference, including notations LXNQ
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and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and +
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example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the
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analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral c.0]1  
forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender ssA7Dx:  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance F"[3c6yF  
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   &O*ENpF  
seismic design of wood and reinforced masonry buildings. It is assumed that the reader is familiar with the >U* p[FGW   75AslL?t  
provisions of either the Uniform Building Code (UBC), Building Officials and Code Administrators ShC$ue?Q   g_M^E-3  
(BOCA), or Southern Building Code Congress International (SBCCI), or international code council, ep"{{S5g   w+=Q6]FxJ  
international building code (IBC). For consistency of presentation the primary reference, including notations 8'@5X-nD   LM6]kll  
and definitions, will be to the UBC 97. Included within the presentation on diaphragms are criteria and Szt2 "AR   LS6ry,D"7  
example problems for both rigid and flexible diaphragms. Also included is the UBC 97 criteria for the `,SL\\%u   eXG57<t ON  
analytical definition of rigid versus flexible diaphragms. Wood shear walls and the distribution of lateral iwM x Tty  
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forces to a series of wood shear walls is presented using Allowable Stress Design (ASD). Masonry slender tgG 8pL   _Wma\(3$  
walls (out-of-plane loads) and masonry shear walls (in-plane loads) are presented using Load and Resistance gk| % 4.   ox4W$YdMG  
Factor Design (LRFD).