Progressive collapse assessment of a reinforced concrete (RC) building designed only for gravity loads and lacking a dedicated lateral load resisting system was carried out using the alternate load path (ALP) method and finite element method (FEM ...
Sanjay Kumar Shukla +1 more
exaly +2 more sources
Cyclic Plastic Hinges with Degradation Effects for Frame Structures [PDF]
AbstractA model of cyclic plastic hinges in frame structures including degradation effects for stiffness and strength is developed.
Steen Krenk +2 more
exaly +3 more sources
Effects of plastic hinges modelling of fully restrained connections in the progressive collapse resistance of steel moment frames [PDF]
Nowadays, the using of steel moment frames has been considered as an effective lateral load-resisting system against seismic forces. In this research, the effect of plastic hinges modelling of fully restrained connections has been evaluated on the ...
Mohammad Saghaie Sahebalzaman +2 more
doaj +1 more source
Modelling and Comparison of Plastic Performance in Ten Types of New Steel Braces under Pushover Analysis [PDF]
Safe design of the structure in earthquake increases the ability to absorb and dissipate energy by the bracing system. Also, one of the new methods to reduce earthquakes is the formation of plastic hinges in the flexible members of the structure.
Masoud Mahdavi +2 more
doaj +1 more source
Amplification Ratio of a Recycled Plastics-Compliant Mechanism Flexure Hinge
This research focuses on the fabrication of plastic flexure hinges from diverse plastics such as ABS, PP, HDPE, and LDPE. To enhance hinge efficiency, the recycling ratios are also investigated.
Tran Minh The Uyen +5 more
doaj +1 more source
Research on Seismic Performance of New Prefabricated Strengthen-weaken Beam-column Connection Joints [PDF]
In order to realize the design concept of “strengthened column and weakened beam, strengthened connection joints and weakened components” and ensure the improvement of joints’ bearing capacity and the transfer of plastic hinges along beams far away from ...
Xin Li, Xiaojie Zhang, Xudong Tao
doaj +1 more source
Rapid Seismic Evaluation of Continuous Girder Bridges with Localized Plastic Hinges
In seismic assessment of continuous girder bridges, plastic hinges form in bridge piers to dissipate seismic energy through nonlinear restoring forces.
Zhaolan Wei +6 more
doaj +1 more source
Evaluation of seismic performance of X bracing systems equipped with flexural yielding dampers [PDF]
The X-bracing system is one of the lateral loads bearing system. In X-bracing system’s elements, axial plastic hinges (compressive or tensile) will be formed instead of flexural hinges which are not capable to absorb high energy.
Mussa Mahmoudi Sahebi, Farshid Khanjani
doaj +1 more source
The plastic hinge is a key factor in the ductile and plastic design of structures and an important basis for the seismic strengthening of structures.
Haotian Jiang +4 more
doaj +1 more source
A plastic collapse method for evaluating rotation capacity of full-restrained steel moment connections [PDF]
An analytical method to model failure of steel beam plastic hinges due to local buckling and low-cycle fatigue is proposed herein. This method is based on the plastic collapse mechanism approach and a yield-line plastic hinge (YLPH) model whose geometry ...
Lee Kyungkoo, Stojadinović Božidar
doaj +1 more source

