منابع مشابه
An Optimized Bracing System for Distributed Lateral Loads
One of the most crucial components of a tall building is its lateral loading system. In this paper, we provide the development of a lateral bracing system that results in bracing material savings of up to 50% relative to a traditional X-Bracing system, as well as lighter corner columns due to the more efficient load paths of the lateral forces to the base. The solution naturally follows a linea...
متن کاملModeling Elastic and Inelastic, Critical- and Post-buckling Behavior of Bracing Members
An efficient beam element, the modified elastofiber (MEF) element, has been developed to capture the overall features of the elastic and inelastic response of slender columns and braces under axial cyclic loading without unduly heavy discretization. It consists of three fiber segments, two at the member ends and one at mid-span, with two elastic segments sandwiched in between. The segments are ...
متن کاملPectus carinatum: the effects of orthotic bracing on pulmonary function and gradual compression on patient compliance.
OBJECTIVES The treatment of pectus carinatum (PC) deformity has been considered to be operative. Some authors have shown that postoperative pulmonary function is worsened. They have suggested that compromised chest wall expansion secondary to surgery leads to compromised pulmonary function. Several authors have advocated an orthotic brace for the treatment of PC. Pulmonary functions after ortho...
متن کاملdiagonal compression criterion for compression reinforcement ratio in hsrc flexural members
limit to the tension reinforcement ratio in flexural high strength reinforced concrete (hsrc) members isbased on the requirement that tension failure as sufficient rotation capacity are ensured at ultimate limit state.however, the provisions for the total amount of longitudinal reinforcement ratio ( and ) are not associated withany rational derivation. in this paper, a quantitative measure to e...
متن کاملdiagonal compression criterion on compression reinforcement ratio in flexural hsrc members
limit to the tension reinforcement ratio ( ρ) in flexural high strength reinforced concrete (hsrc) members is based on the requirement that tension failure as sufficient rotation capacity are ensured at ultimate limit state. however, the provisions for the total amount of longitudinal reinforcement ratio ( ρ and ρ’) are not associated with any rational derivation. in this paper, a quantitative ...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Transactions of the Architectural Institute of Japan
سال: 1971
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.184.0_73