Related Experiment Video
Updated: Jun 17, 2025

06:08
Automatic Identification of Dendritic Branches and their Orientation
Published on: September 17, 2021
1.9K
[How to solve difficult side branch access: case report and literature review]
Sara Jourani1, Matthieu Perier1, Hakim Benamer1
1Hôpital Foch Suresnes, France.
Summary
This case report details managing a complex coronary artery bifurcation lesion. It highlights techniques to restore blood flow after percutaneous coronary intervention complications.
Area of Science:
- Interventional Cardiology
- Cardiovascular Medicine
Background:
- Complex coronary artery bifurcation lesions pose significant challenges in percutaneous coronary intervention (PCI).
- Accurate lesion assessment is crucial for procedural planning and success.
Observation:
- A 53-year-old patient with hypertension and dyslipidemia presented with effort-induced angina due to a complex LAD-Diagonal bifurcation lesion (MEDINA 1-1-1).
- Initial PCI using the TAP technique resulted in loss of side branch flow and ST-elevation myocardial infarction.
- Successful restoration of flow was achieved using a rescue jailed balloon and specialized guidewire for side branch re-access.
Findings:
- The case illustrates common pitfalls in complex bifurcation PCI, including side branch compromise.
- The rescue jailed balloon technique and specific guidewires (e.g., Gaia First®) can effectively manage side branch access issues.
- Successful recanalization and flow restoration were achieved, resolving the acute complication.
Implications:
- This case underscores the importance of advanced techniques and troubleshooting skills in complex bifurcation PCI.
- It provides valuable insights for interventional cardiologists facing similar challenging cases.
- Adopting these strategies can improve outcomes and reduce complications in bifurcation interventions.
Related Concept Videos
Method of Sections: Problem Solving II
974
Consider an arbitrary truss structure composed of diagonal, vertical, and horizontal members fixed to the wall. To calculate the force acting on members CB, GB, and GH, method of sections can be used. The loads and lengths of the horizontal and vertical members are known parameters, as shown in the figure.
974
Method of Sections: Problem Solving I
541
Consider a symmetrical roof truss structure, composed of vertical, diagonal, and horizontal members. The length of each horizontal member is 4 m. The lengths of the vertical members FB and HD are 4 m, while the length of member GC is 6 m. The loads acting at joints F, G, and H are 2 kN, while those at joints A and E are 1 kN.
541
Machines: Problem Solving II
303
Machines are complex structures consisting of movable, pin-connected multi-force members that work together to transmit forces. Consider a lifting tong carrying a 100 kg load. It comprises movable sections DAF and CBG linked together with member AB.
303
Machines: Problem Solving I
310
A toggle clamp is a mechanical device commonly used for holding and clamping objects in various applications, such as woodworking, metalworking, and assembly operations. Consider a toggle clamp subjected to a force of 200 N at the handle. The vertical clamping force can be calculated, provided the dimensions of the toggle clamp are known.
The toggle clamp system is a machine structure consisting of movable, pin-connected multi-force members that form a stabilized system to transmit forces. The...
The toggle clamp system is a machine structure consisting of movable, pin-connected multi-force members that form a stabilized system to transmit forces. The...
310
Statically Indeterminate Problem Solving
369
Statically indeterminate problems are those where statics alone can not determine the internal forces or reactions. Consider a structure comprising two cylindrical rods made of steel and brass. These rods are joined at point B and restrained by rigid supports at points A and C. Now, the reactions at points A and C and the deflection at point B are to be determined. This rod structure is classified as statically indeterminate as the structure has more supports than are necessary for maintaining...
369
Design Example: Traverse Angle Computations
71
Traverse angle computations are a critical component of surveying, used to compute the internal angles within a closed traverse. A traverse consists of a series of connected lines forming a closed loop, often used for land boundary delineation or mapping. Calculating the internal angles ensures accuracy in the traverse geometry and is essential for checking survey data integrity.The process begins with known azimuths and bearings of the traverse sides. Internal angles at each vertex are...
71

