剪跨比对加固梁的破坏形态有影响。根据不同的破坏模式，提出了抗弯承载力计算方法。
The shear span ratio can affect the failure mode of RC beams strengthened with GFRP sheets. A theoretical model for flexural behavior of the strengthened RC beam is also developed.
对比分析了普通钢与混凝土组合梁、预应力钢与混凝土组合梁和预应力加固钢与混凝土组合梁的受力性能与破坏形态。
The failure modes and the mechanical behaviors of the common steel & concrete composite beam and the prestressed beam and the strengthened beam are analyzed and compared.
分析了梁端锚固形式对玻璃纤维布加固的钢筋混凝土梁破坏形态及极限荷载的影响。
The effect of anchorage schemes on the failure modes and ultimate load capacity of the RC beams strengthened with GFRP sheets are discussed.
本文对工字型GFRP梁进行室内实验和数值模拟，对GFRP梁的受力性能和破坏形态进行了研究。
This paper conducted indoor experiment and numerical simulation to H-shaped GFRP beam, and studied the mechanical properties and failure form.
然后从影响剪力墙的抗震性能的墙肢与连梁去考虑，着重分析了这两部分的作用机理、破坏形态及其他影响因素。
Then affect the seismic performance of shear walls and beams to the wall for consideration, analyzes the role of these two mechanisms, failure modes, and other factors.
然后从影响剪力墙的抗震性能的墙肢与连梁去考虑，着重分析了这两部分的作用机理、破坏形态及其他影响因素。
Then affect the seismic performance of shear walls and beams to the wall for consideration, analyzes the role of these two mechanisms, failure modes, and other factors.
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