نتایج جستجو برای: moment resisting connections

تعداد نتایج: 128242  

Incremental Dynamic Analysis (IDA) procedure is now considered as a robust tool for estimating the seismic sidesway collapse capacity of structures. However, the procedure is time-consuming and requires numerous nonlinear response-history analyses. This paper proposes a simplified Modal Pushover Analysis (MPA) procedure for IDA of RC moment-resisting frames. The proposed method uses the dynamic...

2017
Benoit P. Gilbert Kim J.R. Rasmussen

Often unbraced, the stability of steel storage racks may depend solely on the pallet beam to upright connector and on the stiffness of the base plate to floor connection ([1]). This paper presents experimental results from cyclic tests performed on portal beam to upright bolted moment connections intended for cold-formed steel drive-in and drive-through storage racks. In storage racks, portal b...

Journal: :Shock and Vibration 2023

Bolted stiffened end-plate moment connections are one of the most usable used as a prequalified connection in special steel frames. According to AISC design code, this can be considered important parts resisting frames with enough bolt pretension levels. In paper, using three full-scale bolted designed according AISC, effects levels have been examined experimentally under SAC cyclic-loading pro...

Journal: :Journal of Structural Engineering-asce 2021

Top-and-seat angle connections are a conventional type of steel moment connection. However, their capacity in accommodating columns loss is rarely studied. In this study, five multistory subframes using top-and-seat were fabricated and tested to investigate performance while subjected various column-removal scenarios, including: (1) middle column loss, (2) penultimate (3) corner loss. Moreover,...

Journal: :Afyon Kocatepe University Journal of Sciences and Engineering 2017

This paper evaluates the effect of slot existence with limited length between flanges and web junction of I-shaped beams at the region of moment connections on vertical force and shear stress distribution in beam flanges and web at connection section in comparison with classical theory of stress distribution. The main purpose of this research is to evaluate the efficiency of the slot in connect...

2016
DANIEL J. F. FOX

The space of symplectic connections on a symplectic manifold is a symplectic affine space. M. Cahen and S. Gutt showed that the action of the group of Hamiltonian diffeomorphisms on this space is Hamiltonian and calculated the moment map. This is analogous to, but distinct from, the action of Hamiltonian diffeomorphisms on the space of compatible almost complex structures that motivates study o...

Journal: :Journal of Structural and Construction Engineering (Transactions of AIJ) 2003

Journal: :Journal of Constructional Steel Research 1998

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