Are There any Predictors for Failed Burch Colposuspension?
نویسندگان
چکیده
منابع مشابه
Modified Burch Colposuspension
Operation Concept: Elevation of the vaginal fascia on both sides lateral to the cystourethral junction to suspend the bladder neck. Contrary to the original method of Burch the vaginal fascia will not be completely attached to the Lig. Iliopectinum (=Cooper ligament), you pull the knot only until you create a kind of hammock under the bladder neck. Use only non-resorbable sutures. If there is a...
متن کاملClinical Images of Laparoscopic Burch Colposuspension
We routinely perform open laparoscopy technique at the inferior margin of the umbilicus using 10-mm port to introduce the laparoscope. Three additional ports are placed under direct vision. The abdomen is insufflated with CO2 to 15 mmHg intraabdominal pressure. The superior edge of bladder is identified by retrograde filling the bladder. A peritoneal incision is made between the umbilical ligam...
متن کاملLaparoscopic Retropubic Colposuspension The Burch Procedure
Reported in the literature are more than 100 different kinds of surgical treatments for stress urinary incontinence in women, including anterior colporrhaphy (Kelly plication),1 retropubic urethropexy (Marshall-Marchetti-Krantz procedure,2 Burch procedure,2 ), paravaginal suspension,4 various kinds of needle urethropexy,5-8 and suburethral sling procedure.9 Furthermore, among these procedures a...
متن کاملLaparoscopic Burch Colposuspension and Overlapping Sphincteroplasty for Double Incontinence
OBJECTIVES 1. To assess the effectiveness of laparoscopic Burch and overlapping sphincteroplasty in treating urinary and fecal incontinence. 2. To determine the importance of unilateral pudendal neuropathy in fecal incontinence. METHOD Forty-six women with proven genuine stress incontinence and anal sphincter tears were treated with a laparoscopic Burch colposuspension. Patients with detrusor...
متن کاملAre There Any Differences in Seismic Performance Evaluation Criteria for Concrete Arch Dams?
Differences between stress-based and strain-based criteria are investigated in seismic performance evaluation of the arch dams in time domain. A numerical model of the coupled dam-reservoir-foundation system is prepared with the finite element technique. Reservoir is modeled using the Eulerian approach as a compressible domain, and the foundation rock is assumed to be massless. Dynamic equilibr...
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: Taiwanese Journal of Obstetrics and Gynecology
سال: 2006
ISSN: 1028-4559
DOI: 10.1016/s1028-4559(09)60187-x