The Open Construction and Building Technology Journal - v. 6, n. 1 (Dezember 2012)

Erschienen:	Dezember 2012

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Dzeng, Ren-Jye	The Cost Efficiency of Construction Industry in Taiwan	8-16
Sorace, Stefano	Dissipative Bracing-Based Seismic Retrofit of R/C School Buildings	334-345
Mohebkhah, Amin	Distinct Element Modeling of Masonry-Infilled Steel Frames with Openings	42-49
Foti, Dora	Dynamic Investigation of an Ancient Masonry Bell Tower with Operational Modal Analysis - A Non-Destructive Experimental Technique to Obtain the Dynamic Characteristics of a Structure	384-391
Yousif Aziz, Hussein	Experimental and Theoretical Static Analysis of High-Speed Railway Bridge Settlement for Deep Soft Soil	17-31
Stylianidis, K. C.	Experimental Investigation of Masonry Infilled R/C Frames	194-212
Baratta, Alessandro	FRP Composites Retrofitting for Protection of Monumental and Ancient Constructions	361-367
Spyrakos, Constantine C.	FRP Strengthened Brick-Infilled RC Frames: An Approach for their Proper Consideration in Design	306-324
Lagaros, Nikos D.	Fuzzy Fragility Analysis of Structures with Masonry Infill Walls	291-305
Manfredi, Gaetano	Influence of Infill Panels and their Distribution on Seismic Behavior of Existing Reinforced Concrete Buildings	236-253
Surendran, Sachin	Masonry Infill RC Frames with Openings: Review of In-plane Lateral Load Behaviour and Modeling Approaches	126-154
Teeuwen, P. A.	Mechanical Model for Steel Frames with Discretely Connected Precast Concrete Infill Panels with Window Openings	182-193
Jingkuang, Liu	A Model for Quantification of Construction Waste in New Residential Buildings in Pearl River Delta of China	398-403
Asteris, Panagiotis G.	Modeling of Infilled Frames With Openings	81-91
Haldar, Putul	Modeling of URM Infills and Their Effect on Seismic Behavior of RC Frame Buildings	35-41
Mazza, Fabio	Nonlinear Dynamic Response of RC Buildings with Different Base Isolation Systems Subjected to Horizontal and Vertical Components of Near-Fault Ground Motions	373-383
Guney, D.	The Nonlinear Effect of Infill Walls Stiffness to Prevent Soft Story Collapse of RC Structures	74-80
Mazza, Fabio	Nonlinear Modeling and Analysis of R.C. Framed Buildings Located in a Near-Fault Area	346-354
Manos, G. C.	A Nonlinear Numerical Model and its Utilization in Simulating the In-Plane Behaviour of Multi-Story R/C frames with Masonry Infills	254-277
Makarios, Triantafyllos	Numerical Investigation of Seismic Behavior of Spatial Asymmetric Multi- Storey Reinforced Concrete Buildings with Masonry Infill Walls	113-125
Asteris, P. G.	Numerical Investigation of the Effect of Infill Walls on the Structural Response of RC Frames	164-181
Vougioukas, E.	Out-of-Plane Response of Infill Masonry Walls	325-333
Dutta, Anindya	Performance Based Analysis of a Historic High Rise Building	278-290
Al-Akhras, Nabil M.	Performance of Glass Concrete Subjected to Freeze-Thaw Cycling	392-397
Hoenderkamp, Johan C. D.	Push-Pull Interface Connections in Steel Frames with Precast Concrete Infill Panels	63-73
Ellul, Frederick	Realistic FE Models to Enable Push-Over Non Linear Analysis of Masonry Infilled Frames	213-235
Chronopoulos, M.	Recent Greek Provisions For Rc Structures with Urm Infills	92-112
Kakaletsis, D. J.	Rotations of RC Members of Infilled Frames at Yielding and Ultimate	50-62
Magliulo, Gennaro	Shake Table Tests on Infill Plasterboard Partitions	155-163
Baratta, Alessandro	Shaking Table Experimental Researches Aimed at the Protection of Structures Subject to Dynamic Loading	355-360
Konstantakopoulos, Theodore G.	Stability of Steel Columns with Non-Uniform Cross-Sections	1-7
Baratta, Alessandro	Statics and Equilibrium Paths of Masonry Stairs	368-372
Montuori, R.	Theory of Plastic Mechanism Control of Seismic-Resistant MR-Frames with Set-Backs	404-413

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Veröffentlicht am:
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The Open Construction and Building Technology Journal - v. 6, n. 1 (Dezember 2012)

Artikel in dieser Ausgabe

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The Open Construction and Building Technology Journal - v. 6, n. 1 (Dezember 2012)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.