The strengthening of infill walls, a strengthening method for reinforced concrete buildings against earthquakes, can become an effective strengthening method when the number of members that should be repaired individually was high and the stiffness of the lateral load-carrying system was low. If the strengthening process performed by this method is projected with an appropriate analysis as required and the lateral stiffness of the building is increased by the aid of the infill wall behaving like a shear-walled frame, the strengthening other load-carrying members may not be required. In this study, three reinforced concrete frames having single-bay, two floors, ? scale, brick-infill walls but insufficient strength and stiffness against earthquake were used for the tests. The brick infill walls of two frames were strengthened with precast high strength concrete panels and tested under lateral loads representing the seismic effect. The other frame was considered as the reference frame and tested without applying any strengthening process. The test results showed that the proposed strengthening method provided considerable increases in terms of lateral stiffness and strength.Betonarme binalaryn depreme kar?y gü?lendirme y?ntemleri arasynda dolgu duvarlarynyn gü?lendirilmesi, ?zellikle yapyda tek tek onarylmasy gereken eleman sayysynyn ?ok fazla olmasy ve ta?yyycy sistemin yanal rijitli?inin dü?ük olmasy halinde etkili gü?lendirme y?ntemi olabilmektedir. Bu ?ekilde yapylan bir gü?lendirme, iyi bir analizle gerekti?i gibi projelendirilir ve in?a edilirse dolgulu ?er?eve perde duvarly ?er?eve gibi davranarak yapynyn yanal rijitli?ini artyrabilir ve b?ylece di?er ta?yyycy elemanlaryn takviye edilmesi gere?i ortadan kalkabilir. Bu ?aly?mada, tek a?yklykly, iki katly, 1/2 ?l?ekli, tu?la dolgu duvarly, depreme kar?y yeterli dayanym ve sünekli?i olmayan 3 adet betonarme ?er?eveden biri referans numune olarak gü?lendirme yapylmadan, di?er 2 tanesinin tu?la dolgu duvarlary ?n üretimli yüksek dayanymly beton paneller ile gü?lendirilerek depremi benze?tiren yanal yükler altynda davrany?lary incelenmi?tir. Deney sonu?lary, ?nerilen gü?lendirme tekni?inin yanal rijitlik ve dayanymda dikkate de?er arty?lar sa?lady?yny g?stermi?tir.
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机译：当需要单独维修的构件数量多而侧向承载系统的刚度低时，加固墙作为钢筋混凝土建筑物的抗震加固方法可以成为一种有效的加固方法。如果通过此方法执行的加固过程根据需要进行了适当的分析，并且借助填充墙（如剪力墙框架）提高了建筑物的侧向刚度，则可能不会加固其他承重构件需要。在本研究中，三个钢筋混凝土框架具有单层，两层，比例尺，填充墙但强度和刚度不足以抵抗地震。用预制的高强度混凝土面板加固了两个框架的砖墙，并在代表地震作用的侧向荷载下进行了测试。另一个框架被认为是参考框架，并且在不进行任何强化过程的情况下进行了测试。测试结果表明，所提出的加固方法在侧向刚度和强度方面提供了相当大的提高。Betonarme binalaryn depreme kar？ygü？lendirme y？ntemleri arasynda dolgu duvarlarynyngü？lendirilmesi，zellikle yapyda tek tek tek ekonyn yn fazla olmasy ve tayyycy sistemin yanal rijitli？inindü？ükolmasy halinde etkiligü？lendirme y？ntemi olabilmektedir。 bu？ekilde yapylan birgü？lendirme，iyi bir analizle gerekti？i gibi projelendirilir ve in？ed edilirse dolgulu吗？er？eve perde duvarly吗？ yyycy elemanlaryn takviye edilmesi gere？i ortadan kalkabilir。 Bu？aly？mada，tek a？yklykly，iki katly，1/2？l？ekli，tu？la dolgu duvarly，depreme kar？y yeterli dayanym vesünekli？i olmayan 3 adet betonarme？er？eveden biri Referans numune olarak gülendirmeyapylmadan，dier 2 tanesinin tu？la dolgu duvarlary？nüretimliyüksekdayanymly beton paneller ilegü？lendirilerek depremi benze？tiren yanalyükleraltynir davrany？lary incelenmit?。 Deney sonu？lary，？nerilengü？lendirme tekni？inin yanal rijitlik ve dayanymda dikkate deart art？lar sa？lady？yny g？stermi？tir。
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