Results 171 to 180 of about 6,295 (225)

Specific seismic retrofitting of a compact reinforced concrete building with X-bracings and steel jackets. Application to a primary school in Huelva. [PDF]

PLoS One, 2020
Romero-Sánchez E, Morales-Esteban A, Requena-García-Cruz MV, Zapico-Blanco B, de-Miguel-Rodríguez J.   +4 more
europepmc   +1 more source

Seismic performance of the replaceable steel links with different short length ratios. [PDF]

Sci Rep
Xiong L, Guo Z, Cai J, Jiang K, Li L.
europepmc   +1 more source

Topology optimization of the flat steel shear wall based on the volume constraint and strain energy assumptions under the seismic loading conditions. [PDF]

Sci Rep
Chen X, Yan G, Hosseinzadeh H.
europepmc   +1 more source

Time dependent seismic fragility and serviceability assessment of reinforced concrete frames under chloride induced corrosion. [PDF]

Sci Rep
Kordtabar B, Dehestani M, Yazdanpanah O, Hasanzadeh A.   +3 more
europepmc   +1 more source

Incorporation of Nitinol (NiTi) Shape Memory Alloy (SMA) in Concrete: A Review. [PDF]

Materials (Basel)
Turkmen M, Issa A, Awayssa O, El-Hassan H.   +3 more
europepmc   +1 more source

Observation and prediction of bottom collapse and middle break phenomena in the blasting demolition of high chimneys. [PDF]

Sci Rep
Li Q, Sun J, Jia Y, Huang X, Yao Y, Xia Y.   +5 more
europepmc   +1 more source

A Bayesian model updating framework for robust seismic fragility analysis of non-isolated historic masonry towers. [PDF]

Philos Trans A Math Phys Eng Sci, 2019
Bartoli G, Betti M, Marra AM, Marra AM, Monchetti S.   +4 more
europepmc   +1 more source

Effectiveness Analysis of the Non-Standard Reinforcement of Lattice Tower Legs Using the Component-Based Finite Element Method. [PDF]

Materials (Basel)
Szafran J, Juszczyk-Andraszyk K, Kaszubska P.   +2 more
europepmc   +1 more source

Evaluation of high performance concrete hardness properties using fuzzy logic based modeling. [PDF]

Sci Rep
Li Q.
europepmc   +1 more source

A CONSECUTIVE MODAL PUSHOVER PROCEDURE FOR NONLINEAR STATIC ANALYSIS OF SYMMETRIC-PLAN OF HIGH RISE BUILDING TO COMPARE THE RAFT FOUNDATION AND PILE FOUNDATION

International Journal of Advance Engineering and Research Development, 2015
openaire   +1 more source